Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D03-125 - EXCEL IMAGING - TENANT IMPROVEMENT
EXCEL IMAGING 415 BAKER BOULEVARD D03 -125 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0223100080 Address: 415 BAKER BL TUKW Suite No: Tenant: Name: EXCEL IMAGING Address: 415 BAKER BL, TUKWILA WA DEVELOPMENT PERMIT Owner: Name: BAKER SQUARE RETAIL BLDG PT Phone: Address: CIO SOLLY BRUCE DEVELOPMENT, 415 BAKER BLVD STE 200 Contact Person: Name: JAMES STAPPER Address: 4850 FOREST AV SE, MERCER ISLAND, WA Contractor: Name: LEDCOR CONSTRUCTION INC Address: 701 FIFTH AVE #5000, SEATTLE WA Contractor License No: LEDCOCI983P1 DESCRIPTION OF WORK: TENANT IMPROVEMENT PER NEW MRI CLINIC - NEW PARTITIONS, LIGHTING, PLUMBING, ELECTRICAL, HVAC AND FINISHES. Building is not sprinklered, so no fire line backflow required. Mike Cusick will handle the RPPA for the domestic water service. Value of Construction: $ $200,000.00 Fees Collected: $2,568.19 Type of Fire Protection: NONE Uniform Building Code Edition: 1997 Type of Construction: V -N Occupancy per UBC: 0016 Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: doc: Devperm Public Works Activities: N N Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: Non- Profit: Private: Public: 003 -125 Permit Number: D03 -125 Issue Date: 06/30/2003 Permit Expires On: 12/27/2003 Phone: 206 236 5910 Phone: (206)230 -8811 Expiration Date: 11/22/2004 Printed: 06 -30 -2003 tdu ai: :Ff..��.nii.�.Y•,✓c t,'.::....:;,ssa . a '�uS.,.i: +.o.t.: "n Yt:i 4,111a;It44 4...dw:$ ',10:14414', Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: / r'�.l l.� [�t/A Date: (I'S/ --I d.� � 7" I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perfo .nce of work. I am authorized to sign and obtain this development permit. Signature: �� 1 4i_ __ Date: 6-30-0E This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D03 -125 Printed: 06 -30 -2003 :: L: w: larwd:. w�eme: aar' u-« Y: F. v.. 7. 3i;,W7. 7 16: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) 17: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0223100080 Address: 415 BAKER BL TUKW Suite No: Tenant: EXCEL IMAGING 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 8: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 11: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 14: ** *FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10. 15: Maintain fire extinguisher coverage throughout, ::tl1"144 PERMIT CONDITIONS D03 -125 ',Aft ZrZr42211 Permit Number: D03 -125 Status: ISSUED Applied Date: 04/28/2003 Issue Date: 06/30/2003 Printed: 06 -30 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 18: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 19: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 20: * ** EXITS * ** - UFC Article 12 21: No point in an unsprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.1) 22: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 23: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 24: Gates and barriers installed across an exit shall be of sufficient size as to be capable of opening so that the clear width of the opening is not less than the exit width required by the Building Code. (UFC 1208.3) 25: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 26: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1646 - NFPA 72 27: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. 28: Maintain fire alarm system audible /visual notification. Addition /relocation of walls or partitions may require relocation and /or addition of audible /visual notification devices. 29: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 30: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 31: * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) 32: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of the Uniform Building Code. (UBC 804.1) 33: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 34: Provide Emergence shut down sign at the location of the shut down switch. 35: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 36: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Conditions D03 -125 Imes Printed: 06 -30 -2003 1,": 1 �gvs,;;yir,er rry.� w .4�'"h'.+1R1`d7I' 9' : V 1 .: ww..�r.wapn..r:a1.�.. rr' �+ni:li� r , City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or regulating construction or the performance of work. Signature: 7. 4-A52 Print Name: �/ &S (57 Pie._, doc: Conditions D03 -125 as outlined. All provisions cancel the provision of any of law and ordinances other work or local laws Date: 6 `3o _o 3 Printed: 06 -30 -2003 Site Address: Tenant Name: Property Owners Mailing Address: Name: 5iPPER._ Mailing Address: E -Mail Address: Company Name: LCDG ILi lDU5 12-1 S Mailing Address: cr (0 55 58 36:h Sr Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: \applications \permit application (3 -2003) 3/2003 CITY OF TUKWILA Community Development partment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** King Co Assessor's Tax No.: Da 25111_72 415 i3L\ 2 New Tenant: .... Yes ..No Name: "I�•tL_ U,� 415 P L .VD Ito - 1 - 1)14.0 LLe. 4F55-CD Foc2 `r is.v. 5 1) Mc- - 17 6.60 zT COM Contractor Registration Number: L-1-50 COG 1' $ 3 1 Expiration Date: I I - * *An original or notarized copy of current Washington State Contractor License must be presented at the ARCHITECT OF RECORD All plans must be wet stamped by Architect of Record u a JrYt e i 00 0L4 Suite Number: / 1 o Floor: City State Zip Day Telephone: 2.06, 236, YYleter-ele -- 6S. 0-1 ` g City State Zip Fax Number: 'LO (o 23C, 3 ► (5 City Day Telephone: 2.2) , Fax Number: 2. , G5 City Day Telephone: 2 Fax Number: 2e6, State Zip 2 30 -8ki 230 -S F33 22-a¢ time of permit issuance ** State Zip 2 3 2 - 7 13 ( State Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record o4 City Contact Person: Day Telephone: 2O 3s1, 11 E -Mail Address: Fax Number: 'Z , 331. TE Page I 'iIPMF777X" r;,.,,,,,w U ! DING PERMIT ' _ iON. -206: =431' -3670 Valuation of Project (contractor's bid price): $ '200 Existing Building Valuation: $ / ZOO, ao0 Scope of Work (please provide detailed information): 14E►.l6-1...."r vyl Pact.) :rYVII L- 742_, J. YE-LLD Kl) r rrri1L- 7 UC I-fT1 X � P Lo wlaI LG, 44-okc-, Flu! 535 Will there be new rack storage? ..Yes No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: lapplicationstpermit application (3 -2003) 3/2003 Pa e2 Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 0.. Sprinklers 0 ..Automatic Fire Alarm :None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes 0 .. No If' yes ", attach list of materials and storage locations on a separate 8 -1/2 x I l paper indicating quantities and Material Safety Data Sheets. h3>,'V±41, -JSTayL*z+ say; ?:T.M;�r.gs - +.t Existing Interior Remodel Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per UBC l�� Floor 19 1Z IJ "C - L) 2 Floor. 5-214 -- 3 Floor. Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck U ! DING PERMIT ' _ iON. -206: =431' -3670 Valuation of Project (contractor's bid price): $ '200 Existing Building Valuation: $ / ZOO, ao0 Scope of Work (please provide detailed information): 14E►.l6-1...."r vyl Pact.) :rYVII L- 742_, J. YE-LLD Kl) r rrri1L- 7 UC I-fT1 X � P Lo wlaI LG, 44-okc-, Flu! 535 Will there be new rack storage? ..Yes No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: lapplicationstpermit application (3 -2003) 3/2003 Pa e2 Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 0.. Sprinklers 0 ..Automatic Fire Alarm :None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes 0 .. No If' yes ", attach list of materials and storage locations on a separate 8 -1/2 x I l paper indicating quantities and Material Safety Data Sheets. h3>,'V±41, -JSTayL*z+ say; ?:T.M;�r.gs - +.t Scope of Work (please provide detailed information): Water District ❑ ...Tukwila 0... Water District #125 ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size —22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ... Right -o -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑...Frontage Improvements ❑ ...Traffic Control ❑...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public _ FINANCE INFORMATION Fire Line Size at Property Line ❑ ... Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: tapplications\permit application (3.2003) 3/2003 Please refer to Public Works Bulletin #1 for fees and estimate sheet cubic yards cubic yards 11 1f / 1 . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line 11 Call before you Dig: 1- 800 -424 -5555 WO# WO# WO# Private Private ❑ .. I-Iighline ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone 0 .. Storm Drainage Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Page 3 City ❑ ...Renton ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ .. .Deduct Water Meter Size Day Telephone: State Zip Day Telephone: City State Zip 4 ew Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <I00K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace> IOOK BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50-i- HP /1,750,000 BTU I-leat/Refrig /Cooling System Incinerator - Domestic Air Handling Unit < =10,000 CFM Incinerator— Comm /Ind yIE CHANICAL PERMLT INFG' '`!IATION 4.20.6- 431 -36 'n. MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New ....D Replacement ....0 Commercial: New ....0 Replacement ....E] Fuel Type: Electric 0 Gas....[] Other: Indicate type of mechanical work being installed and the quantity below: 'PERN.IIT APPLICATION NOTES - Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHO ZED AGENT: Signature: ��,� : . J rz -d Date: 1 1. ' 26 - ) 3 Print Name• ,4 ; JT4pP72- Mailing Address: ' O Date Application Accepted: \appliatiuns\pennit application (3.2003) 3/2003 N/ I Date Application Expires: Zea3 i v v - �3 Page 4 Day Telephone: Ca"za /S. Cit • • " 'iT i 20 6. 23 6, .57/O State Staff I itials: »c^l:r;jj�t O' Zip Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: JAMES STAPPER ARCHITECT TRANSACTION LIST: Type Method Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0223100080 415 BAKER BL TUKW EXCEL IMAGING R03 -00516 BLH ADMIN Payment Check 2581 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 1,009.94 Payment Date: 04/28/2003 03:46 PM Balance: $1,558.25 Amount 1,009.94 Current Pmts 1,009.94 Total: 1,009.94 D03 -125 PENDING 04/28/2003 01.20 04/29 9716 TOTAL 1009.94 Printed: 04 -28 -2003 tents w - r , Yc 411 Si�; M. tolli <•,::�.S ":�iC�S':i3Ld;:dtiieoi RECEIPT ` 1 Z �w Parcel No.: 0223100080 Permit Number: D03 -125 6 D Address: 415 BAKER BL TUKW Status: APPROVED 0 0 Suite No: Applied Date: 04/28/2003 c o w Applicant: EXCEL IMAGING Issue Date: ILJ H CO u... w0 Receipt No.: R03 -00791 Payment Amount: 1,558.25 Q c0 Initials: LAW Payment Date: 06/30/2003 01:53 PM = CI User ID: 1630 Balance: $0.00 Z ill H- 0 Z (— 11J uj Payee: JAMES STAPPER ARCHITECT D 0 0 O P O I-- TRANSACTION LIST: w w Type Method Description Amount H tL 0 V H Payment Check 2608 1,558.25 Z LLI U = 0~ ACCOUNT ITEM LIST: Description doc: Receipt BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 V City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Account Code Current Pmts 1,553.75 4.50 Total: 1,558.25 i:.)t?:1. , 07/01 5'716 TOTAL 1558.7!:; Printed: 06 -30 -2003 Z COMMENTS: Type of Inspectio ' : . rr4A-. I 1 -- d Fo- ✓-- f,Ms.,+J j y rc c1"-� k . (-( h, re ,oci-J i 0 k 91,e b u. J r pdc„' i ►A,-k 1 ✓P.ef 1./ ,_) \ 4A ■ J LSI -c -t -e. Y\ �, � t riA .S• , A 1) \c:1 <a_ Y e ►Y��,v m. •m_ V C air v ,* e (.9-v-,--, t ca._ c, f 1""C) j i A (...., r Pr ject: :ae t 1 P GSM Type of Inspectio ' : . rr4A-. I Address: 1 d PE. .b i Date Called: i 0_. 5+ 3 r Special Instructions: Wei 40 .o (a 4 � �, 3-- e 6 — Date Wanted: 1 0 —. Tar O S m. •m_ Requester: Phone No. ., eV e - I2"3 — c-13CC INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit PERMIT NO. _ Approved per applicable codes. El Corrections required prior to approval. Receipt No.: Date: 10 ZZ ( D 3 47.00 REINSPECTION EE REQUIRED Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 4 COMMENTS: Type of Insp ction: t/ ` i ro A-vvl .,e rn c tALv 24 110 Date Wanted: (� Q. ( a.m. r . e._-;- 9-v A u1/4.1 L \ t t: - ,e'VeJk - (. -- L J - . (..",,) 1 P bc. �, ) .ns........40 a C)-.0 N,, .,_ A ert 1.e-r ► (0 -- - 3 0-02.) i t, r ( Gee , (,.. c f -1 -s.r- r Y -E az i . e.1 4 ct 9-21 ' 3) 0 .iLl (r. ( � - o - FLU. ,�. --►.. .mot „ (� a e -=.r- - - Project: Ci<(71( plitq Type of Insp ction: t/ Ad r ss: ( Date Called: / 0 .. /e.. Special Instructions: A -T7 ) .. �'/1 -�J I "T- j t 5. $ Date Wanted: (� Q. ( a.m. Requester: Phone No: 204' — Y ) 7" ` �(.., INSPECTION RECORD Retain a copy with permit �, 7 05 INSP CTION NO. PERMI"" CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =3670 pproved per applicable codes. p Corrections required prior to approval. $47.00 REINSPECT! r N FEE REQUIRED. Pri�r to inspection, fee must be paid at X300 Southcenter Blvd., Suite 100. all to schedule reinspection. Receipt No.: Date: v /(0 Date: Project: Type of Inspection�:� Address:,/ 5 &keel B Date Called: � , C Special Instructions: Date Wanted: G • 05 / 9 _/0. a .m. P.m. Requester:, Phone No: , INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit s�,3 - lad (206)431 -3670 El Corrections required prior to approval. COMMENTS: 0 Q p Ispector: Date: ' $47.00 REINSPE ON FEE REQU RED. Prior to inspection, fee must be J paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. )teyeipt No.: Date: COMMENTS: 0 r- I2 Am f nl.b -- 46DpR 61/6 T 4 LA / it/ - i PPg-efVF40 J Special Instructions: AkT /' F ; )_('/9 ?) aliN ,Ot k) dyt/ X 2 1 oi ; // 6t° ,Se2iJ / .2n ispA -ridU O'h6' 0 /.<' ,i--74- /-- P 6ne No o 6 '12 "7- 8366 Project: P Y re, ...riii(-/A/ Type of Inspection: 1 /6•242ii Address: 1 // 6 /3/9/4c2. 2. Date Calle V - 2 3- es Special Instructions: Date Wanted: .-ay— (3 a.m. p.m. Requester: ) P 6ne No o 6 '12 "7- 8366 INSPECTION NO. '© Approved per applicable codes. ctor: $47.00 REINSPECTI paid at 6300 Southc INSPECTION RECORD Retain a copy with permit CITY OF 'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 e-4-4 !au � Prior Di Corrections required prior to approval. Date: FEE RE N Q U I R rior to inspection, fee must be nter Blvd., Sui a 100. Call to schedule reinspection. Receipt No.: Date: Project: �� ' , / . � r4 Type of Inspection: `1- « //2 Address: 1— � �' �— J C Date ailed: 6— / -� (d Special Inst n k s Dat Wanted: i) ��( a.m. Requester• Phone No:, (1 1 -f.) 7 -- W3 (c_, .® Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: /0 T R rn S � 11 t 47.00 REINSPECTION FEE REQUID. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Se 100. Call to schedule reinspection. Receipt No.: Date: ' ?Jw COMMENTS: I 1 V t o 40 C 1 o ieN 1 PI r sq ! Date Called: I S -� , c t� C v k (:)1CrIn - o r Date Wanted: q / /�F.0 n l V.T.. rblO S)1P (IA ;0/ .. Requesters 0 \Y 0 im o • , hr 1 [ N t 'E? 1 h-e -er 4 G 141 11-e + `} / 06(1Ck. ) `/..4 I (M S 40f Ci� krVC •- \ - t C P C.\ 1 he c , /,().nn - 0 V" 0 epo l Iro A.0 en l \ c4 _. • , i)0 1; ('°VA 0 A hc, e Ix /a {'x)a �- 4- fit\ V ck a i C' ui vi 1 - . TA1))2 Pro t X r e n7ia� ; , l Type of Inspection: ivl . I K { ' i'z d i9A Ad r s is Date Called: I Spe ial Instructio Date Wanted: q / /�F.0 a.m. () �p Requesters 0 \Y 0 PoneN: 76 q)7 g3(a (O INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ell Approved per applicable codes. Corrections required prior to approval. Inspector* Date: I (0' 0 3 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Si‘ COMMENTS: Type of Inspection: Type. 1• ` V{ ` �Y v � - Cl� 1� `�If v -t� vp �,,,•. � t n airs-4 Ad/e__- � E , Date Callecl ci –G.) cA a t(;i4:cv\ rnr �-P -\ , Special Instructions: `, t i ov e_1t\ w Y0C�P Jv r texa1i r)•1, � w V t' a.m. 1 � � 4r\ \ect C-1 rc)oIn" 0 � ' V'1 wry \ 2.\ _ r ©v ∎ A P c v:c. L *1 A --or\ s sl et ' reel c'car‘4t ca4 io„.. 6)4- s4G- -e01•evt"i' 1 v. A A1 CAA\ 0-v■ R r (AP CA"k 1,1, A 00 -N �ha{ 1 ct �� .p r "t-- G r0 �(, • 3.) 1,A - A - x tt 14? A \00-1.10A c. ovP�' t� v 1,' SCY AJ •pr above, Pr ect: E xec -z / ,4 /V(r- Type of Inspection: Type. Ad/e__- � E , Date Callecl ci –G.) 3 Special Instructions: Datyanted: , . — Q 3 a.m. Reque / Lit-L. Ph 'he No: �� INSPECTION NO. CITY.OF TUKWILA BUILDING DIVISION 6300 - Southcenter Blvd., #100, Tukwila, WA 98188 • Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 orrections required prior to approval. Inspectors Date: e r'c)._ � El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: :, , Type of Inspection: / , Add e i‘ L.' i 1 Date Called: 2— Special Instructions: Date Wanp: .......7„,. ,....4.32......,: ... CA. rti , P.m. Requester _ j < - Phone No: . / . /o.'", 5 El i ,/Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT ' t # 6300 CITY OF TUKWILA BUILDING DIVISION v..* — 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (20.)4' -3670 Corrections required prior to approval. COMMENTS: CD ui J t.A-9 - ALA A/ T 7 Os Date: 7.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 2 A rvt I/v .(o -- /9/y) I s ev :ne / ' ` W,q// Pro'e t: Type o ..Inspection: L L. i �iYr f f it lt. Address: Date Called: Sped I Instructions: Date Wanted: '° I f a.m. :g fi 5 /0 3 (Pm. Requester: '^—"' Ph . ne No: .-4.-t) GrA 4) 1 Insp INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION p 1 t Ll tl x"✓; S. �Yt ? ff.7WC.Y�:= , ad51{+fr.'.�{�. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. tor: «eipt No.: rections required prior to approval. Dat (206)431 -3670 $47.00 REIN PE ION FEE REQUIRED..// to inspection, fee must be paid at 6300 Sout enter Blvd., Suite 140. Call to schedule reinspection. Date: /5 Insp INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION p 1 t Ll tl x"✓; S. �Yt ? ff.7WC.Y�:= , ad51{+fr.'.�{�. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. tor: «eipt No.: rections required prior to approval. Dat (206)431 -3670 $47.00 REIN PE ION FEE REQUIRED..// to inspection, fee must be paid at 6300 Sout enter Blvd., Suite 140. Call to schedule reinspection. Date: /5 COMMENTS: 6 !J 4-- f .A S AP ( 6 Se /c-/0' _.l /ve° i�,s -i L. _,6, /7/c P .ecit'. __- k- 2/ 1 / . ?/ 7 4 P'‘06 / r n r .4 , 6:9 (la hq-0 g7/, /A!�t�`r O.,./7( O.,./7( J 0.6 /3 ,vAio �� a,- :" " "_ 7 - 6 / sao' .1 /3/- -"37.s Projec • `- �" L. -- �/jr�1W f 9 Type In ection: /� F e et', i 9" / C. )/6 ALdr s: j j Date Called: / / Special nstructions: S // • 1 T / "1.---1 L7t Date Wanted: a.m. 1/ b3 p.m. Requester. I) 2 r t.c-J 4,....651/1, Ph (,,e56 ) zrz 7 D a 3--11 INSPECTION NO. PERMIT NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcptes Bl #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. In Actor: Dat $47.00 REINSPEC f"ION FEE REQUIRED .rior to inspection, fee must be paid at 6300 Sou hcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 7 IN LI<E11 ENGINEERS, INC. One Union Tower, 600 University St. #1122 Seattle, WA 98101-4104 206 -381 -9900 FAX 206 -381 -9909 www.akb- eng.corn STRUCTURAL CALCULATIONS For: OPEN MRI AT SOUTHCENTER 415 BAKER : '• WILA, WA 98188 ` t`inr'1,'nyn tha i JAMES STAPPER ARCHITECT AIA • 4850 FOREST AVE S.E. MERCER ISLAND, WA 206 - 236 -5910 Client: By: Mikhail Treyger, P.E. Arun K. Bhagat, P.E., S.E. Job Number: 203 097 REVISION NO I EXPIRES 12-6- 14 I RECEIVED CITY OF TUKWILA JUL 0 3 2003 PERMIT CENTER I m ::w,`wi,w:s:t A ENGINEERS. PROJECT: SHEET LOCATION: IC W I L c, W74--- CHECKED: CLIENT: J A 6.4 5 - " S � � A U P G [ .AC t-1( 76:C-7 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 mri footing design design criteria design loads james stapper akb slab design beam design pile design concrete footing shear check slab mitt at Southcenter Page 1 of 1 Mikhail Treyger From: Palombo, Rocky C (MED) [Rocky.Palombo ©med.ge.com] Sent: Wednesday, June 18, 2003 11:54 AM To: Mikhail Treyger Cc: Kuenzle, John J (MED) Subject: RE: MRI at Southcenter The isocenter of the magnet is 41" above the finished floor. Structural steel is not a problem if it is located outside of a radius of 2 Meters of magnet isocenter. If the structural steel needs to be inside of this radius, we can analyze the impact, but we would need to know exact locations and mass of the steel components. If you can design this so there is no steel inside of this 2 Meter radius, there should be no problems. By the way, the drawing you faxed to me shows the magnet being named "Altaire Gantry". This should be renamed "Ovation Magnet" to avoid confusion. Thanks, Rocky Rocky Palombo Installation Specialist GE Medical Systems ph. (360) 659 -3647 fax (360) 651 -0642 email: Rocky.Palombo ®med.ge.com Visit Us on the Web at: www.gemedical.com Need Typical Equipment Layouts? http: / /www.gemedicalsystems.com /company /docs /index.html - - - -- Original Message From: Mikhail Treyger [mailto:MikhailT @akb- eng.com] Sent: Tuesday, June 17, 2003 3:17 PM To: Palombo, Rocky C (MED) Subject: MRI at Southcenter I'm designing now the concrete footing supporting MRI equipment. It's very important for me to know what distance from the floor level ,where the MRI will be installed, to footing steel reinforcement is required. Please, advise ASAP. Thank you Mikhail Treyger 6/19/03 i�•sl:iC 4Sui+i ISOCENTER OF MAGNET - 2 MAR RADIUS NO STEEL IN THIS AREA Mikhail Treyger From: Lee Goen [Jlgoen @hps.hubbell.comj Sent: Tuesday, June 17, 2003 1:24 PM To: Mikhail Treyger Cc: eanchors @quest.net Subject: RE: Helical Piles , Yes, it will. For a safety factor of 2 the ultimate load is 40 kips. This in turn means at least 4000 ft-lbs of torque be applied to the foundation. I consider it appropriate to use the 55175 helical screw foundation for such loads when no soils are known. This helps offset some unknowns and have a good possibility of working. Its likely a three helix lead section would work, but with no knowledge of site conditions, its difficult to know what would be best. Again, it is suggested you contact our distributor, Earth Anchors. Thanks, Lee Goen »> "Mikhail Treyger" <MikhailT @akb.eng.com> 06/17/03 03:11PM »> Thank you for prompt response. The 20 Kips load is working load. Please, let me know if this approach still will work. Regards Mikhail --Original Message---- - From: Lee Goen [mailto:Jlgoen @hps.hubbell.com] Sent: Tuesday, June 17, 2003 12:46 PM To: Mikhail Treyger Subject: Re: Helical Piles The short answer is yes. You do not say whether the 20 kip load is a working load or ultimate load. If the later, it will be easier to obtain, but either is possible. It is suggested that you contact our distributor in Portland. They or their contractors may have experience near the construction site. They are: Earth Anchors Inc. Tele: 503-235-4625 Fax: 503-235-4627 Thank you, Lee Goen »> "Mikhail Treyger" <MikhailT@akbeng.com> 06/16/03 11:55AM »> Cm designing the MRI equipment installation in one of the existing buildings in Seattle, WA area. Problem: no soil report. Can I assume the pile capacity of 20Kips, provided that the actual pile capacity will be determined in field due to installation torque? Please, reply ASAP Thank you Mikhail Treyger, P.E. *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this email in error please notify ,. ',r r. �3:..;., , .v diai;v'•,'ti «:b'.�aXiy_ ..t Mikhail Treyger From: Nick Farkas [Njfarkas @hps.hubbell.com] Sent: 1Mednesday, June 18, 2003 10:20 AM To: Mikhail Treyger Subject: Pile capacity Mikhail, Your assumption of pile capacity seems reasonable. I would refer you to the local certified installer of helical piers in the Seattle area, Davis Construction. They have installed numerous piles in that area and can give you more definitive information. Try calling Mike Davis @a 360-657 -4614. He will be able to assist you. If, for some reason, you cannot contact Mr. Davis, feel free to call me at 714-375-9364. Nick Farkas Western Region Manager A.B.Chance Company *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this email in error please notify the system manager. This footnote also confirms that this email message has been swept for the presence of computer viruses. www.hubbell.com - Hubbell Incorporated *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 6/18/03 rclgc i Vi i EVALUATION REPORT Copyright to 1996 ICBO Evaluation Service, Inc. ICBO Evaluation Service, Inc. 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601 -2299 A subsidiary corporation of the International Conference of Building Officials Filing Category: DESIGN— Miscellaneous (038) HELICAL PIER'" FOUNDATION SYSTEM A. 8. CHANCE CO. 210 NORTH ALLEN STREET CENTRALIA, MISSOURI 65240 I. Subiect: Helical Pier "• Foundation System. U. Description: A. General: The A. B. Chance Co. Helical Pier Founda- tion System is used for foundation underpinning. The system is used to retrofit foundations of existing structures or to provide bearing for new foundations. The system consists of foundation brackets and helical steel piers. The foundation brackets are used to connect the foundation of the structure to the helical steel pier. 1. Helical Steel Piers: The steel piers consist of one or more helically shaped circular steel plates welded to a central steel shaft. The depth of the helical piers in the soil can be extended by adding one or more shaft extensions coupled together to form one long continuous pier. Extensions can be with or without attached helically shaped steel plates. Each helical steel plate is 3 /8 inch thick (10 mm) and has an outer diame- ter ranging from 6 to 14 inches (152 to 356 mm), and an inner annulus either 1 or 1 inches (38 or 44.5 mm) square. Each plate is formed with all radial sections normal to the central longitudinal axis, t 3 de- grees. The pitch of the helix is 3 inches (76 mm). The central steel shaft of piers and extensions is round cornered square (RCS) solid steel bars. RCS bars are either 1 or 1 inches (38 or 44.5 mm) square. Each lead section of a helical steel pier has provisions at the top for a connection to an extension, and has an earth - penetrating pilot at the bot- tom. Each extension has provisions for a coupler at one end and a connec- tion at the other. The coupler is an integrally forged socket that slips over an RCS shaft of the same size. Each socket has a transverse hole so that lead sections and extensions can be connected with a bolt and nut. For all helical pier leads and extensions, helical plates are welded to their respective shafts. Nominal spacing between helical plates is not less than three times the diameter of the lower helix. For example. a helical pier lead with an 8 -,10- and 12- inch - diameter (203, 254 and 305 mm) helix has a nominal 24 -inch (610 mm) space between the 8- and 10-inch (203 and 254 mm) helix and a 30 -inch (762 mm) space between the 10- and 12 -inch (254 and 305 mm) helix. Refer to Figure 1 and Tables 1 and 2 for sizes of shafts, helix diameters, number of helices, bolts, welds and allow- able loads of lead sections and extensions. 2. i aundation Brackets: Foundation repair brackets used to address foundation settlement are designated as part Nos. C150 -0121 and C150 -0147. The brackets consist of upper and lower steel bracket bodies interconnected with two bolts. The bolts, described as "lifting" bolts, are 1 /8 inch (22 mm) and 1 inch (25 mm) in diameter for the Nos. C150-0121 and C150 -0147 brackets, respectively. The lower bracket body consists of steel sections shaped and welded together to form a seat for the foundation of the structure. The lower bracket body also has holes for at- tachment of the bracket to the concrete foundation. The upper bracket Evaluation reports of ICBO Evaluation Service. Inc.. are issued solely to provide information to Class A members of ICBO. utilizing the code upon which the report is based. Evaluation repom are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service. inc., technical staff has reviewed the test results and/or other data. but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service. Inc.. express or implied as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes. but is not limned to. merchantability. body is T- shaped, with the stem of the "T" being a steel pipe in which tt shaft of the helical steel pier is inserted. Bracket Nos, C150 -0121 ar C150 -0147 are used with helical steel piers having 1 and 1 -inch (3 and 44.5 mm) square shafts, respectively. See Figure 2. Light-duty underpinning bracket No. C150.0239 is used to addres settlement of porches, patios and light concrete slabs. This bracket cot sists of a steel bracket body with a seat for the concrete slab and an anchc terminator with a 1- inch - diameter (25 mm) lifting bolt. The anchor term nator is a round steel pipe with a drilled and tapped steel cap on top into which the shaft of the helical pier foundation shaft is inserted. See Figure 7 and 8. Slab repair bracket No. T150 -0085 is used to address settlement of ex isting concrete slabs on grade. This bracket consists of a steel channel an anchor terminator and a 1- inch-diameter (25 mm) bolt. The anchor ter minator is a square steel tube with a drilled and tapped steel cap on for into which the shaft of the helical pier shaft is inserted. See Figures 3 anc 5. New - construction foundation bracket No. C150-0132 is used to sup- port gravity loads. The bracket is used with steel - reinforced. poured -in- place concrete footings. The bracket consists of a 1 /2- inch -thick (13 mm) rectangular steel plate welded to 2 inch - diameter (63.5 mm) steel tub- ing. See Figures 4 and 6 for additional details. B. Material Specifications: 1. Helical Plates: Material specifications for the helical plates are noted in Tables 1 and 2. The plates have a Class 8 -1 hot - dipped galvanized coating complying with ASTM A 153. 2. Pier Shafts (Lead . Sections and Extensions): The 1 and 1 inch.(38 and 44.5 mm) square RCS shafts conform to ASTM A 29 and AiSi 1044, having minimum yield and tensile strengths of 70 and 100 ksi (483 and 689 kPa), respectively, or AISI 1530, having minimum yield and tensile strengths of 95 and 120 ksi (655 and 827 kPa), respectively. Pier shafts have a Class 8 -1 hot - dipped galvanized coating complying with ASTM A 153. 3. Foundation Brackets: a. Bracket Body: The brackets are formed from 1 /4-, 3 /8- or 1 /2- inch -thick (6.4, 10 or 13 mm) steel complying with ASTM A 36, and have a hot - dipped galvanized coating conforming to Class 8 -1 of ASTM A 153. b. Pipe Assembly: The pipe of the upper bracket body of the Nos. C150 -0121 and C150 -0147 foundation repair brackets is hot - rolled. elec• tricaJ resistance. welded, round steel tubing complying with ASTM A 512 or ASTM•A 513 Grade 1020, having minimum yield and tensile strengths of 50 and 62 ksi (345 and 427 kPa), respectively. 4. Bolts: a. Helical Steel Pier. The sizes and types of bolts connecting the steel pier extensions to lead sections or another extension are de- scribed in Table 2. b. Foundation Brackets: (1) Lifting Bolts: The lifting bolts for the Nos. C150 -0121 and C150-0147 foundation brackets comply with SAE J429. Grade 2 or Grade 5, and have a diameter of 7 /8 inch and 1 inch (22 and 25 mm), respectively. \ I ' ER -511 issued June 1, 19: Page 1 of 6 CATALOG NUMBER ' DIMENSIONS' ALLOWABLE TENSION OR HELICAL PLATE MATERIAL SPECIFICATION SHAFT TYPE A ((est) a (IndM') C (Inches) 0 (Inches) E (Inches) F (Inches) COMPRESSION jpountlsl C150.0001 7 1 I'12 8 8 - - - - 5 /t6 5 /16 20.000 20.000 ASTM A 607, A 570 and A 572 Grade SO Grade F„ = 50 ksi F, = 65 ksi RCS= solid steel bar C150 -0002 5 CI50-0003 7 II /, W - -- 5 /16 20.000 C15043004 7 I' /, 12 - - 5 /16 20.000 C150-0005 7 1 14 - -- 3 /16 t 16,000 C150.0030 7 1 6 8 -- I/ 20.000 C150.0006 7 1 8 10 -- - 20.000 C150.0031 10 1I/2 8 10 -- 1 4 20.000 C150 -0007 7 1 8 to 12 1 / 4 20.000 C150•0168 2 1 8 10 - 1 /4 20.000 C150.0169 5 l'/ 8 10 12 1 /4 20.000 C150.0170 10 1' /3 14 14 14 1 /4 20.000 C150.0010 51/2 1 8 - - 5 /I6 25.000 ASTM A 715 Grade 80 R• =80 ksi F, = 90 ksi C150-0011 S1/2 1/ 10 - - 5 /16 .5.000 C150-0012 5tH l 8 10 - 51 16 40.000 CATALOG NUMBER DIMENSIONS) ALLOWABLE TENSION BOLTS= HELICAL A fled) a (Inches) C (Inches) 0 (Incnsa) E (Inch's) F (Inens.) COMPRESSION (pounce) Oty. SI i TYP MATERIAL SPECIFICATION C150.0047 3'/2 1'/3 - - - - 20.000 I 3 /4 ASTM A 320 Grade L7 ASTM A 715 Grade 30 F . = 90 ksi F, =90 ksi C150.0008 5 I' /, - - - - C150.0009 7 I'/, - - - - C150.0048 10 I - - - - CI50.0144 3 I'/2 - - - - C150.0145 5 1 '/, - - - - C150.0146 7 1 /, - - - - C150.0175 10 2 11/2 - - - - C150 -0176 4 1 14 - - '/4 20.000-' C150.0177 6'/1 l'/. 14 14 - 1/4 20.000 C150.0178 10 1 14 14 14 1 / C150.0013 5 1 - - - - 40.000 1 7 /3 ASTM A 193 Grade B7 C150.0014 6 I - - - - Page 3 of 6 1. The helical piers are manufactured at the A. B. Chance Co. facili- ty located in Centralia, Missouri, with quality control inspec- tions by RADCO (NER- 0A204). 2. The helical piers are manufactured, identified and installed in accordance with this report. 3. Special inspection is provided in accordance with Section II 0 2 of this report. 4. Engineering calculations and drawings, in accordance with rec- TABLE 1- DESCRIPTION AND ALLOWABLE LOADS OF LEAD SECTIONS For SI: 1 inch = 25.4 mm. I foot = 304.8 mm. 1 Ibf = 4.448 N 1 ksi = 6.895 MPa. 'For description of dimensions. see Figure 1. =RCS = Round cornered square. For SI: I inch = 25.4 mm. I foot = 304.8 mm. I Ibf = 4.448 N, I ksi = 6.895 MPa. tFor description of dimensions A through F. see Figure I. . =Bolts connect extensions to lead sections or extensions. 3 Allowablc load applied to helix is 16.000 pounds. This report is subject to re- examination in one year. TABLE 2- DESCRIPTION AND ALLOWABLE LOADS OF EXTENSIONS ER -511( ognized engineering principles and design parameters, are II be provided to the building official. 5. A soils investigation must be provided for each project site it accordance with Section II C 1 of this report. 6. Design loads factored in accordance with Section II C of this re port must not exceed the allowable loads of Section 11C. ■, Page 5 of 6 ER - 51 4" CHANNEL 15" LONG For SI: 1 inch = 25.4 mm. CONCRETE SLAB -ON- GRADE LIFTING CHANNEL HELICAL STEEL PIER T150 -0085 FOR 1 SHAFT INCLUDES: CHANNEL, BOLT, AND ANCHOR TERMINATOR LIFTING BOLT SLAB REPAIR BRACKET For SI: I inch = 25.4 mm. 4" x 7 3 / 4 " STEEL PLATE 0 C150-0132 FOR 1 AND 1 SHAFTS FIGURE 3 —SLAB REPAIR BRACKET FIGURE 4—NEW-CONSTRUCTION FOUNDATION BRACKET RE- INFORCING BARS / //1EW/ / CONCRETE FOUNDATION FIGURE 5— TYPICAL INSTALLATION OF SLAB REPAIR BRACKET FIGURE 6— TYPICAL INSTALLATION OF NEW - CONTRUCTION FOUNDATION BRACKET ;'ssrs.ir- F- ,.:•�i. .,�.�:,1 �a , .� -. f�`+ ::ui3.:Git %:,iitys"�.u.�. A1<13 ENGINEERS, INC. One Union Tower, 600 University St. #1122 Seattle, WA 9810! -4104 206 - 381 -9900 FAX 206 - 381 -9909 www.akb- eng.com STRUCTURAL CALCULATIONS Project: Client: FOR PERMIT Existing Joist Check for Open MRI at Southcenter Tuckwilla, WA James Stapper Architect 4840 Forest Ave. S.E. Mercer Island, WA Kris Swanson, P.E. Arun K. Bhagat, P.E., S.E. September 18, 2003 AKB Job No.: 203097 REVISION 1O CITY OF TUKW1A APPROVED S E lP 3 0 2003 /iS OiED RECEIVED CITY OF TUKWILA S E P 2 5 2003 PERMIT CENTER 1 zs. existing joist check existing loads analysis for check AKB Engineers KRS 203097 3 ?r Solution: Envelope 5 6 7 M2 • 18 19 20 21 22 Existing Floor Joist - Open MRI at Southcenter tom`' ya�ry. yeti' eti ap M� 23 24 25 26 27 September 18, 2003 11:47 AM FLR- JOIST.r2d .Y 1 7 en Member Code Checks Displayed Solution: Envelope AKB Engineers KRS 203097 21 22 23 24 25 - /7 - /5 ei/SP,e6no/V, fl'_ /w•Ai25:e - CorVj2 I94 fiVe rif.g4-454ea AG )?-4//e//4. `) 'WA/ Io.P.e,/4/4 Ai/ z7e5,eze .-oce 1.417 v.e Existing Floor Joist - Open MRI at Southcenter STEEL CODE CHECKS , f4vr , „ . -41 ' •4 September 18, 2003 11:46 AM FLR-JOIST.r2d Steel Code I ASD: AISC 9th, AISI 99 Allowable Stress Increase Factor (ASIF) 1 1.333 j Include Shear Deformation i Yes No. of Sections for. Member Calcs 3 Redesign Sections Yes 10.50% P -Delta Analysis Tolerance - -- N1 .333 1 0 i 0 N2 24 0 I 0 N3 3 ' -1.333 0 N4 21.333 I -1.333 0 N5 2.166692 0 ! 0 N6 3.833385 0 0 N7 5.500077 0 0 N8 7.166769 0 0 N9 8.833462 0 I 0 N10 10.500154 ( 0 0 1 N11 12.166846 i 0 ! 0 N12 13.833538 I 0 0 N13 15.500231 0 0 N14 17.166923 (- 0 ( 0 N15 18.833615 20.500308 � 0 0 ! 0 0 N16 N17 22.166974 ! 0 ! 0 N18 4.6667 -1.333 { 0 N19 6.3334 8.0001 (� -1.333 -1.333 i F 0 0 N20 N21 • 9.6668 -1.333 0 N22 11.3335 I -1.333 1 0 N23 13.0002 -1.333 I 0 N24 14.6669 -1.333 ( 0 N25 16.3336 -1.333 0 N26 18.0003 1 -1.333 0 • I Company : AKB Engineers Designer : KRS Job Number : 203097 Global Materials (General) Material Label Sections STL -36 Section Database Material Area SA SA I (90,270) I (0,180) T/C Label Shape Label (t)"2 (0,180) (in"4) (in^4) Only CHORD i LL1.5X1.5X3X51 STL -36 I 1.07 ' 1.2 I 1.2 .874 .222 WEB 5 /8 "DIA I STL -36 .307 I 1.2 1.2 I .007 - 1 .007 BRGSEAT i W2.5X7.2 I STL -36 1.922 I 1.2 I 1.2 .853 1.807 Joint Coordinates Joint Label N27 Boundary Conditions Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress (ksi) (ksi) Ratio (per 10 4 5 F) (k/ft ^3) (ksi 29000 I 11154 1 .3 ! .65 .49 36 X Coordinate ( 19.667 Existing Floor Joist - Open MRI at Southcenter Y Coordinate (ftl -1.333 Joint Label X Translation Y Translation Rotation Lk/in) __ -. - .- -- - _ ft/rad) N1 Reaction Reaction N2 I Reaction I Reaction RISA -2D Version 5.5 [C: \ORISA -2D- files \203097 \FLR- JOIST.r2d] Joint Temperature F 0 September 18, 2003 11:48 AM Checked By: Page 1 C - -/ M1 N1 N2 ,' I CHORD 1 - 180 CHORD STL -36 STL -36 Y Y ' 0 0 1. ! 23.667 18.333 M2 I N3 I N4 M3 N1 CHORD N3 1 WEB STL -36 Y 8 PIN PIN I 1.3 1.3 2.982 M4 N5 N3 I WEB STL -36 Y • PIN PIN 1 1 F 1.572 M5 N6 ! N3 WEB STL -36 Y WEB PIN PIN 1 1 1.572 M6 1 N6 1 N18 WEB STL -36 Y. I PIN PIN 1 • 1 J 1.572 _ M7 N7 1. I N18 WEB STL -36 Y M6 PIN PIN 1 1 1.572 M8 N7 N19 1. WEB STL -36. Y PIN PIN 1 1 1.572 _ M9 N8 i N19 WEB STL -36 Y PIN PIN 1 1 1.572 M10 • N8 1.572 N20 • WEB STL -36 Y 1. PIN' PIN 1 1 FT 1.572 1.572 M11 N9 i N20 WEB STL -36 Y 1. PIN • PIN 1 1 M12 N9 0 N21 WEB STL -36 Y PIN PIN 1 1 1. 1:572 M13 N10 N21 WEB STL -36 Y WEB PIN PIN 1 1 1.572 M14 N10 1. 1. N22 WEB STL -36 y: .. PIN- PIN 1 1 1.572 1.572 _ M15 N11 i N22 WEB STL -36 Y PIN PIN 1 1 • 1. 1.572 M16 N11 I 0 N23 WEB • STL -36 Y PIN •PIN • 1 • 1 1 1.572 _ M17 N12 M15 N23 I WEB STL -36 Y PIN PIN 1 1 1 E 1.572 1.572 M18 N12 ! 0 - 1 N24 WEB • 'STL -36 Y PIN PIN 1 M19 N13 N24 i WEB STL -36 Y M17 _ PIN PIN 1 1 1 1 1.572 M20 N13 1. N25 1 WEB STL -36 Y ' PIN PIN 1 I 1.572 M21 N14 1.572 N25 I WEB STL -36 Y 1. PIN PIN 1 1 1 1 1.572 1.572 M22 N14r . N26 I • WEB STL -36 Y PIN: PIN 1' M23 N15 I N26 I WEB STL -36 Y 5 PIN PIN 1 1 1 1.572 M24 N15 N27 7---r WEB .STL -36 Y 1 PIN PIN 1 1 1.572. M25 N16 I N27 I I WEB STL -36 Y PIN PIN 1 1 1.572 M26 N16 N4 'WEB STL -36 � Y : PIN: PIN 1 1 - 1.572 M27 N17 ! N4 I WEB STL -36 Y PIN PIN 1 1 1 1.572 M28 N2 N4 WEB STL -36 Y ' PIN PIN 1.3 1.3 I 2:982 1 M1 CHORD I 23.667 0 0 0 1. 1. I I 10 M2 CHORD 18.333 8 8 8 1.. 1. M3 I WEB I 2.982 1. 1. 1 0 M4 WEB 1.572 1. 1. 0. M5 I WEB ! 1.572 1. 1. I I 0 M6 I WEB 1.572 1: 1. 0 M7 I WEB 1.572 I 1. 1. ' 0 M8 WEB 1.572 1. 1. 1 I • 0 _M9 WEB 1.572 1. 1. 1 0 M10 WEB 1.572 1. 1. M11 - M12 i WEB i 1.572 1. 1. 1. 1. I I 10 ( 1 0 WEB 1.572 M13 WEB 1.572 1. • 1. I I 0 M14 WEB 1.572 1. 1. . I 0 M15 WEB 1.572 1. 1. I ! 0 - 1 M16 WEB I 1.572 1. 1. I I 0 M17 _ WEB _ ' 1.572 1. 1. I 0 M18 WEB 1.572 1. 1. I I 0 M19 WEB I 1.572 1. 1. I 0 0 M20 WEB 5 _ 1.572 _ 1. 1. 1 7---r M21 M22 WEB WEB 1 1.572 1.572 1 I 1. 1. 0 L 1 1. 171 I T 10 Company : AKB Engineers Designer : KRS Job Number : 203097 Member Data Shape / Member Label I Joint J Joint Rotate Section Set Steel Design / NDS Parameters deorees Member Section Length Lb out Label Set le out O (ft) Existing Floor Joist - Open MRI at Southcenter ft Lb in le in (ft) RISA -2D Version 5.5 [C: \ORISA -2D -files \203097 \FLR- JOIST.r2d] Material Phys End Releases Set Memb I -End J -End TOM AVM AVM September 18, 2003 11:48 AM Checked By: End Offsets Inactive I -End J -End Code Length in in U L_comp Cb Sway le_bend K out K in CH Cm B out in R (ft) Page 2 M24 WEB 1.572 ( 1. 1. I I 0 M25 WEB i 1.572 i ! ! I 1. . 1. 0 M26 I WEB 1.572 1. 1. ! �1t 0 M27 WEB 1.572 -- I 1. 1. 1. 1. I ! I 0 0 M28 WEB 2.982 • Company : AKB Engineers Designer : KRS Job Number : 203097 Steel Design / NDS Parameters (continued) Member Label M23 Moving Loads Section Set WEB Basic Load Case Data BLC No. Basic Load Case Description 1 i DEAD FLOOR I LIVE FLOOR (f_t) 1.572 Member Direct Distributed Loads, Category : DL, BLC 1 : DEAD FLOOR Member Label Direction Start Magnitude End Magnitude Start Location End Location (k/ft, F) (k/ft, F) (ft or %) (ft or %) M1 t Y 1 -.135 -.135 I 0 0 1 Member Direct Distributed Loads, Category : LL, BLC 2 : LIVE FLOOR Member Label Direction Start Magnitude End Magnitude Start Location End Location (k/ft, F) (k/ft, F) (ft or %) (ft or %) M1 i Y ! -.15 -.15 0 0 Tag Pattern Label Increment Both 1st Joint 2nd Joint 3rd Joint 4th Joint 5th Joint ft Ways? 6th Joint 7th Joint 8th Joint 9th Joint 10th Joint L ■1 ; SUSPENDED I .833 ; -No N3 N4 — 1 Pattern Label Load Direction Distance k ft I SUSPENDED -.1 Y 0 -.1 j Y 4 j Load Combinations Num Description Env WS PD SRSS CD r 1 I DL +LL l y y 1 2 I DL +LL+SP Envelope Reactions v Existing Floor Joist - Open MRI at Southcenter Length Category Code DL LL v Lb out le out (ft) -.1 -.1 -.1 Y 1 Category Description Dead Load Live Load Lb in L_comp Cb Sway le in le bend K out K in CH Cm B out in R (ft) (ft) Y 4 Y 4 Joint Label X Force Y Force Moment (k) _. Lc ( k ) _Lc _(k -ft)_ __. Lc N1 max - 10.729 { 1 , 3.73 2 0.000 1 l min I - 11.606 1 2 - 3.469 r 1 I 0.000 1 1 N2 max • 11.606 2 3.744 2 0.000 , 1 1 I 10.729 1 1 r 3.469 T 1 0.000 1 1 Reaction Totals : Imax I 0.000 12 1 7.439 1 2 I RISA -2D Version 5.5 [C: \ORISA -2D- files \203097 \FLR- JOIST.r2d] 4 2 1 M1 1 September 18, 2003 11:48 AM Checked By: Gravity Load Type Totals X Y Joint Point Direct Dist. -1 : 1 BLC Factor BLC Factor _ BLC Factor _ BLC Factor 1 1 2 1 • Page 3 _ lStPl.li~J.AdVJ�.YUXp ' Company : AKB Engineers Designer : KRS Job Number : 203097 Envelope Reactions, (continued) Envelope Member Section Forces Member Label Section Axial Lc (k) Existing Floor Joist - Open MRI at Southcenter Joint Label X Force Y Force Moment k Lc k Lc (k -ft) Lc min 0.000 2 6.939 1 Shear Lc Moment Lc RISA -2D Version 5.5 [C :I ORISA- 2D- files12030971FLR- JOIST.r2d] +'. wuYHt 4U "G September 18, 2003 11:48 AM Checked By: 777P?�tt't�'a!'.;w.roNy:'i"rttex ?�rsna$7 «:na -e Page 4 C`7Z M1 1 max -4.346 ; 2 .262 2 0 1 min -4.861 2 .258 1 0 2 2 max 1 4.698 ! 2 j -.239 2 .042 1 min 4.306 : 2 ( -.24 2 .04 2 3 max -4.352 1 2 -.258 1 0 1 I min -4.86 + 2 -.262 2 0 2 I M2 :;7 . ..••.V. max - 7:7:1:7: 1 + :1:11::x='':; 4'. 7: `ir''O;a<{ it:•I.= min ° :', 2 ;:; ':003; ,d, . =Z'i' it ftA ,i 0 i ; ,. � • °� ±2':. 2 . max , -15:193 1 .. .':038: ' ' ;'..2 4 = -'02 . , r ;42t,;: ,,. • m m � � - 16:441 - 2 ' .048 ' =_ ' ;. : 2' r ,; ., _, xii . �055'; �2E 3'•:. max- : =7:716 1.: ..00, 2;' .=, {._F� , ,; - •, r:,.t„tA0'.t;�:P`;5.:2, t. min- ..-8'.354 . - :• :+ V M3 1 max -7.068 1 .001 2 0 1 min -7.625 2 .001 1 0 1 2 max -7.068 1 0 1 0 1 min -7.624 2 0 1 0 2 3 1 max -7.067 : 1 -.001 2 0 1 min -7.624 1 2 -.001 1 0 1 [: : M4` :1 max 1; .538 .) 0: � .• :2r + 1 ' ,�;..,,: T.0��.�;,: ��1;�: min :527 1 •.0 . :1, . ,P r O'; u 10.: ;11T , 2 max.. :539 1: - _ ' -Ii ; .t.tA , :.;: . :1',':;:l.. ;min • :527 2 .,• . '0' 1 (1 i., :OTV:.�4::;; ;.c2;; 3 . max ..539 1 t 2 , .M. 0�' grwc r1 I min I . '.528 2 .'0 .:; 1!..;.Isifi 0 . ;1. , 1,... M5 1 1 max 3.452 i 2 0 2 0 1 1 min 3.164 : 2 0 1 0 1 2 max 3.453 2 0 1 0 1 min 3.165 • 2 0 1 0 2 3 !max 1 3.453 ' 2 0 2 0 1 min I 3.165 2 0 1 0 2 I : i' M6 ' . 1: max .. -2.507 2 0.' V° 3 �> 0 ., 1,1:9:1V I. • :min .: -2.791 ••_f . • 2 . - :0:., i ::.2 x+'� �r; 0~.,: ti; ; 2 Max -2.507 ' .0lt �,-- . 2 ;. 0', 1t t � 12 min -2.791 2 .: , ...0 7 :: : '..'i.; ,1 , 43Pli a.4 ? A: F 3 max :•.-2.'506 12 0: ' .;.1 y . ..> 0 , "i:, ;11';',.•: -1 (max min , -2.79 i 2.747 2 0 _ 2 %+I'C':''O' i,a 1,. 2 0 2 0 1 M7 min 2.489 . 2 0 1 0 1 2 max 2.747 2 0 1 0 1 mint 2.49 2 0 1 0 2 3 1 max 1 2.748 2 0 2 0 1 min 2.491 2 0 1 0 1 •• 'M8 • 1 max • -1:958 1 2 0 .� 01 , 1 min: • • -2.217 1 2 0. • 2 ;;, r,r 0 .r . 1':: 2 max -1.958 2 0 1+ . r4?,:,'4.0 ` `.'' 2: • • min -2.217 12 ...: 0 • .1.• . -ai' 0 ` ..,. i : :11. 3 max - 1.957 1 2 • .. .0 , V? ri:4pT..!.-'`-t .'',12 min -2.216 1 2 ;.0 . 2' - :: -:. ^i1J M9 1 1 max 2.179 2 0 2 0 min 1.949 2 0 1 0 2! max ( 2.18 2 i 0 1 1 0 ' Company : AKB Engineers Designer : KRS Job Number : 203097 Envelope Reactions, (continued) Envelope Member Section Forces Member Label Section Axial Lc (k) Existing Floor Joist - Open MRI at Southcenter Joint Label X Force Y Force Moment k Lc k Lc (k -ft) Lc min 0.000 2 6.939 1 Shear Lc Moment Lc RISA -2D Version 5.5 [C :I ORISA- 2D- files12030971FLR- JOIST.r2d] +'. wuYHt 4U "G September 18, 2003 11:48 AM Checked By: 777P?�tt't�'a!'.;w.roNy:'i"rttex ?�rsna$7 «:na -e Page 4 C`7Z 1 Company : AKB Engineers Designer : KRS Job Number : 203097 Envelope Member Section Forces, (continued) Member Label Section M11 M13 M15 M16 M17 Existing Floor Joist - Open MRI at Southcenter Axial Lc Shear Lc Moment Lc RISA -2D Version 5.5 [C :I ORISA- 2D- files12030971FLR- JOIST.r2d] September 18, 2003 11:48 AM Checked By: Page 5 1 min 1 1.95 2 I 0 1' 0 2 3 max 2.18 2 0 2 0 1 min 1.951 2 0 1 0 2 1 max • '.-1,373 2 0 2 p.„ 1 min ;; -1.602 2 :.0. 1 0 . 1 2 . max : ; -1:372 2: =;: 0 1 :min -1.602 ; 2 ..:: 1 0: ;:: 2 .. 3 max. .: :- 1.371.:. 2 0 r , . 2 .. 0" .: :. :1 .. min : =1.601 2 . 0 1 0 1. 1 max 1.566 2 0 1 0 1 min 1.354 2 0 2 0 1 2 max 1.567 2 0 1 0 2 I min 1.354 2 0 I 1 0 1 3 max 1.567 2 0 1 1 0 2 min I 1.355 2 0 1 2 0 1 1 max. -:786 'min :: - .998: 2 max. = :785: :2' 0 1 0 2. min, : -.997 .- ` 2 :':;:Q ,;;. 1 p ' .1 :;•3 max :: - :784 ° .; :0 1: 0 1. min • -:997 2" 2 ,..... 0:.. 1 1 max .98 1 2 0 2 0 1 min .775 12 0 1 0 1 2 max .98 2 0 1 0 1 min .776 2 0 1 0 2 3 max .981 1 2 0 1 2 0 1 I min .776 1 2 0 1 0 2 1 max ,:: -:203: 2 0 2 0 1 min . , -.408 -2 . 0 1. 0 1 : 2 max "` -.202 2: 0 1 0 1 min _ :407 _ 2 3 max .: -:202 : 2 0, 2 0 1. min -.406 2` 1 max .382 2 0 1 0 1 min .182 2 0 2 0 1 2 !max .383 2 0 1 0 2' min .183 2 0 1 0 1 3 max .383 2 0 1 0 2 min I .184 2 0 2 0 1 1. max :: .389 • 2 ..: , 1 1 . min ` .189 2...:;;,0 .., . 2 0 1 2 max ::39 .., 2 0 :.: 1 0 2 3 min.: >:.19 2. 0 1. 0 1 3 • max ' • .39 ..:.. • 2: 0 1 0 • 2 min : .19 2 0 2 0 1 1 max -.201 2 0 2 0 1 min -.406 2 0 1 0 1 2 max -.2 2 0 1 0 1 min -.405 1 2 0 1 0 2 3 max 1 -.199 1 2 0 2 0 1 min -.405 2 0 1 0 1 1 I max .977 2 0 2 0 1 min .773 2 0 1 0 1 2 max .978 2 0 1 0 1 min .773 2 0 1 0 2 3 } max .979 2 0 2 0 1 min .774 2 0 1 0 2 1 Company : AKB Engineers Designer : KRS Job Number : 203097 Envelope Member Section Forces, (continued) Member Label Section M11 M13 M15 M16 M17 Existing Floor Joist - Open MRI at Southcenter Axial Lc Shear Lc Moment Lc RISA -2D Version 5.5 [C :I ORISA- 2D- files12030971FLR- JOIST.r2d] September 18, 2003 11:48 AM Checked By: Page 5 ' M19 ! 1 1 max -.783 • 2 0 11 I 0 1 I min ' -.996 2' 0 ' 2 I 0 1 2 i max I -.783 2 0 1 0 2. I min i -.996 • 2 0 I 1 0 1 3 1 max 1 -.782 , 2. 0 1 0 1 min -.995 , 2 1 0 2 0 1 M20 • 1 • max 1.564 12 0 1. .. :0i .1;:• min . 1.351 12 0 2 , 'p: : 2 max • • 1.564 • 2 0 1` _'. :0':. :. .2 min 1.352 2 ...0• •1 : X0'.,:.,.;_.1'. 3 max. 1:565 2 • . 0 .. 1.'::; ', 0;,' - t. ;;.•2'... min • ' ••1.352 1 2 ` ; :. 0 . . 2' , ,a ...:.0: • ::.,1 r M21 1 max -1.371 1 2 1 0 2 0 1 min - 1.604 ' 2 0 1 0 1 2 max -1.371 2 0 1 0 1 min I -1.603 ! 2! 0 1 0 2 3 max -1.37 ; 2: 0 2 0 1 I min -1.603 • 2 0 1 0 2 . • M22 - . ,1. max • 2.18 2 0' 1:',- :;. • 0Y,. :, ; 1:1:`. min • • 1.948' . • 2 0 2. .:. •:''O..:;i. =•1i: 2. max 2:181 2 0 1: :: Or min '! . 2 0 1'' :: :_,;p.: > 1 1' °.: 3 max ' • 2.181 2 0 1 ;:•, . p:, :;:.: • min '1949• • 2 0 2 . ,.,. ,, 0 ,. - -,,. I M23 11 max I -1.958 2 0 2 0 1 mint -2.216 2 0 1 0 1 2 max -1.957 2 0 1 0 1 min -2.216 2 0 1 0 2 3 max -1.956 2 0 2 0 1 min -2215 • 2 0 1 0 2 M24 • 1 max 2745 2 0 1: .min 2.488 2 2 max 2.745 2 0 ::2, Min 2.489 12 0 1: 0; ::: ; . : 1,. I 3' max 2.746 2 0 1 • • ~.` 0 • ' • .1' .min 2.489 12 • .0 2 ••.: 0';_ ••:; 1, - M25 1 max -2.522 1 0 2 0 1 min -2.794 2' 0 1 0 1 2 1 max I -2.522 ' 1 0 1 0 1 I min I -2.793 i 2 0 1 0 2 3 max -2.521 I 1 0 2 0 1 min -2.793 2 0 1 0 2 •• . M26 • •.-1. max ' 3.454 2 • 0 2.: • • min • 3.175 1 0 2 p..: ;:: 1 ,. 2 max • 3.455 12 0 1: O. 2: min 3.176 1 0 1 • .0 3 max 3.455 12 • 0. • 2 •0 • • 1 min I 3.176 I 1 I 0 2 O". 1 _ ~ M27 11 max i .538 1 0 2 0 1 min .525 • 2 0 1 0 1 2 max .539 : 1 0 1 0 1 ' min .526 2 0 1 0 2 I 3 max .539 . 1 0 2 0 1 min .526 2 0 1 1 0 2 I M28 I 1 max -7.068 11 I -.001 1 '0 1 I min -7.655 1 2 I -.001 2 0 •1:' 1 2 max -7.068 I 1 0 1 0 2 • Company : AKB Engineers Designer : KRS Job Number : 203097 Existing Floor Joist - Open MRI at Southcenter Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear Lc Moment Lc (k) (k) (k) RISA -2D Version 5.5 IC : \ORISA -2D -files \203097 \FLR- JOIST.r2d] :i r7� tvrirrt September 18, 2003 11:48 AM Checked By: Page 6 tr. Company : AKB Engineers Designer : KRS Job Number : 203097 Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear Lc (k) (k) Envelope Member Deflections M9 Existing Floor Joist - Open MRI at Southcenter Member Label Section x- Translate Lc y- Translate Lc (n) L/y Ratio Lc in (in Moment Lc (k) NC min .258 1 .167 1 NC max .279 2 .18 2 RISA -2D Version 5.5 [C : \ORISA -2D- files \2030971FLR- JOIST.r2d] �y¢r,.7tb•.51 St September 18, 2003 11:48 AM Checked By: Page 7 min -7.654 12 0 1 0 1 3 I max l -7.067 { 1 .001 1 0 : 1 1 1 1 0 min 1 -7.654 1 2 .001 2 0 1" Company : AKB Engineers Designer : KRS Job Number : 203097 Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear Lc (k) (k) Envelope Member Deflections M9 Existing Floor Joist - Open MRI at Southcenter Member Label Section x- Translate Lc y- Translate Lc (n) L/y Ratio Lc in (in Moment Lc (k) NC min .258 1 .167 1 NC max .279 2 .18 2 RISA -2D Version 5.5 [C : \ORISA -2D- files \2030971FLR- JOIST.r2d] �y¢r,.7tb•.51 St September 18, 2003 11:48 AM Checked By: Page 7 M1 1 ' max : 0 ! 1 , 0 1 NC I min 0 1 1 1 0 1 1 NC 2 I max 0 i 2' -.387 ' 1 733.103 1 1 min 0 12 -.419 2 677.977 ! 2 3; max . 0 1. 0 11 NC I min 0 ' 1 0 1 1 NC M2 ' .. 1 max I -.043 ! 1 - .145 4 1 NC min I -.047 12 -:157 12 :: NC 2... maxi 0 2 -.386 1 914.726 • .1 mini 0 • 2 -.419 2 841.121 2 3 maxi .047 2 -.145 1 NC min I .043 1 • -.158 2 •'• NC M3 1 max 0 ; 1 -.009 1 NC min 0 I 1 -.01 2 NC 2 max .014 1 2 -.083 1 5869.272 1 min .013 1 1 -.088 2 5869.272 2 3 max .028 , 2 -.145 1 NC min .026 ; 1 -.156 2 NC M4 :` : : 1 : maxi .11 2 • -.064 J 1 NC min I .101 • I 1 -.069 12 NC 2 max I .109 ) 2 -.087 1 .. NC mini .101 11 -.094 2 NC 3 max I .109 2 11 -.11 1 NC min I .1 -.119. 2 NC r M5 1 max . .165 12 .107 2 NC 1 min ' .152 1 .099 1 NC 2 I max .161 12 .078 2 NC min .149 ` 1 .072 1 NC 3 Lmax .158 2 , .048 2 NC min .146 , 1 I .044 11 NC M6 1 maxi .172 2 -.095 11 • NC min I .159 1 1 • -.103 I, 2 NC 2 maxi .174 2 . -.12 1 NC min I .161 11 -.13 2 NC 3 max ' .177 2 -.144 1 NC min .164 1 1 -.156 2 NC M7 1 max .226 1 2 .147 2 NC min .209 1 .136 1 NC 2 max .223 , 2 .12 ' 2 NC min .207 ' 1 .111 1 NC 3 max .221 ' 2 .093 2 NC min .204 1 .086 1 NC M8 :.. 1 max I .234 12 -.13 1 NC min 1 .217 11 -.141 2 NC 2. max ( .236 1 2 -.151 1 1 NC min I .219 I 1 -.164 1 2 NC 3 max I .238 ( 2 =.172 1 NC min I .22 1 1 -.186 2 NC Company : AKB Engineers Designer : KRS Job Number : 203097 Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear Lc (k) (k) Envelope Member Deflections M9 Existing Floor Joist - Open MRI at Southcenter Member Label Section x- Translate Lc y- Translate Lc (n) L/y Ratio Lc in (in Moment Lc (k) NC min .258 1 .167 1 NC max .279 2 .18 2 RISA -2D Version 5.5 [C : \ORISA -2D- files \2030971FLR- JOIST.r2d] �y¢r,.7tb•.51 St September 18, 2003 11:48 AM Checked By: Page 7 2 max .277 2 .158 2 NC min .256 11 .146 1 NC 3 max .275 2 .135 2 NC min .254 1 .124 1 NC 1" max. .286 . 2 - :16 ' . 1.1i =: ` NC!' ' cw`� v " min .265': 1' .- :1:73. _ . K... : ' 2`:� E,�L,t•�NC�: °� �``�> �'' 2` max :288 2: - :.17.7: . _ :1 <."-; t;,t` NC'.-- :7 E.>;a min •.266.. ..1. - :191! . `' • -:2 +;' ,. irisNC' ! : 1.' . • 3' max :289. 2' -:193 ' . > ,, , s i' F: •NG ., 2 ;Y ?5 Y !: ,r,:i,:f_ min" . :268 1..•= :209'.. : ~Y,';a'' 1 max .319 2 I .204 2 NC min I .295 1 I .189 1 NC 2 max .318 2 I .187 2 NC min .294 1 I .173 1 NC 3 max .316 2 .17 2 NC min .293 1 .157 1 NC max . :325 ; :: • 2•• =:184. 1:...', .1 NCB ,.,. min :301. 1 - {N `t�. :199 :2`i ,.,:ANC 2' •max ::326'{ .., 2: ..' :.194 g .'110 Vii;4tNC ° Y a 'Att :min, 301:; 1. -21 •:.>>. ~214 L. NC r f+.4 3..'. max' ;::327 '',; ; 2. _,:- 205•:..: : :1 Y i.P ;1,:��' ,... 'min :302.. , 1 - 221. • " 2 04NCr 4 .1 1 max .345 2 .218 2 NC min .319 1 .202 1 NC 2 max .344 2 .208 2 NC min .318 1 .193 1 NC 3 max .343 2 .198 2 NC min .318 1 .183 1 NC 1�._ max .. :348' :.. 2 � .' i i?" 1 . L::. a ' " 3' 1:. . , -:199= -.. :�1A,, �:�;�NC�A��, ;:�Y -, - :•min :322. 1'' . . .= :215. :',.;2:'', ..., NC:,,..R 2 . max' ::349';' . 2 -;203' . > ; : :NC 13, y : . .mm ....max � - :322; -: -� : ,1:, , 7> „ -.22 :''1:L;::• >2:';: agf,NC..,;t,1 .. 3 . :349 . .2.''. . =:207 . .1• .�'. <r, +13NC r . iry: ... . min ••323 • ; _ 1_ .:. : ., ., ;NC;� 1 max .355 2 .222 2 NC min .328 1 .205 1 NC 2 max .355 2 .219 2 NC min .328 1 .203 1 NC ' 3 max .355 2 .216 2 NC min .328 1 .2 1 NC 1- . max: :355' 2 1 �. � X E..,, �. =:205: :'1• ,.. "� ° >tt.;�.NCrh ��^! 3�', ::Min! . .;328: 1' :: :222` ., ' 2• : NC. k. iVi : 2 . max . :355 .. 2 : ... 203 , :. :.: ilitf, ;,_ : imin • :328 1! .219. !- $NC'+;'x : °: *;: ' 3•'Max :355 2 < - :2;. ;;...;;.,1,: V,ta :NC". , V;.:; ,min' '.328 • -:216` ,. :::2 :: l'gi4 A■C :'`.'`17 ,,' - 1 max .348 2 .215 2 NC min .322 1 .199 1 NC 2 max .349 2 1 .22 2 NC min .322 1 I .203 1 NC 3 max .349 2 .224 2 NC min .323 1 .207 1 NC `1'' max : .345 •• 2 •:• '- 202. ::: ::::1.(,), '''! NC ::: ;' min • .319 • 1 •:218' ,22 :4' ?. NC ; :: r 2 max .344 . 2 : =.193 • • 1.•. ;,.,•. NC, -,_:' :min • .318 1 =208 • 2., ,;. ;•NC .;,..':•, 3 max .343 2 -.183 1 .' NC: ' Company : AKB Engineers Designer : KRS Job Number : 203097 Existing Floor Joist - Open MRI at Southcenter Envelope Member Deflections, (continued) Member Label Section x- Translate Lc y- Translate Lc (n) Uy Ratio Lc in in M10 M11 M13 M14:.:;: M15 M16•• M17 M18 RISA -2D Version 5.5 [ C: IORISA- 2D- files12030971FLR- JOIST.r2d] September 18, 2003 11:48 AM Checked By: Page 8 •IMV�(ir Company : AKB Engineers Designer : KRS Job Number : 203097 Existing Floor Joist - Open MRI at Southcenter Envelope Member Deflections. (continued Member Label Section x- Translate Lc y- Translate Lc (n) L/y Ratio Lc in in RISA -2D Version 5.5 [C: \ORISA -2D -files \203097 \FLR- JOIST.r2d] September 18, 2003 11:48 AM Checked By: 1:'NTtb�4:'kl'.Y•,'.'?ti7:!IF*X 1?7+3'42"!r� R'., 7i+ ?w.5m..i�tm+rt:' -: an..,sn�;w: 1 Page 9 min ::318 • 1. - . 2 NC [ M19 ( 1 max I .325 2 .199 2 NC min .301 1 .184 1 NC 2 max .326 2 .21 2 NC min .301 1 .194 1 NC 3 max .327 2 .221 2 NC min .302 1 .205 1 NC •:CAM20.:.:. . ., : "Max: •[;:f ;.:.. :319 :. :.;2 .: .189-:; 1 `rNC .•m• `' ::295 :: ; ;1'r , '''= :204' _ ."2 :, NC 2' max .: :.-:318' :: =: °.2: : - :173.. 1 . .: :min ,;.,: :.294•:• :, 1.-1. , 2 = : NC.. ; . :316: '2 - -.157: : 1. . •': NC ,min ` :293 ' 1. . 17: 2 , , ::.; NC . :.. M21 1 maxi .286 2 .173 2 NC min I .265 1 .16 1 I NC 2 maxi .288 2 I .191 2 NC mini .266 1 I .177 1 NC 3 max I .289 2 .209 2 NC min :268 1 .193 1 NC [ ::` , ;.:.;M22,: .: 1 max x: • 2 . _.167• . 1 •:.: NC .::'min ; :.258. ; . 1;: , :::' . :18 :: . 2 >!r: NC. 2 . ; Max ':' ::277 ..: :.2 : :.:: :146.: 1: NC min : :..256`•':• 1 :. - ,'..158`• :.: 2. ..:NC . . _.3.: max -.275.: 2 . •124:: '.1'. ' :::: NC • :...: min '.254C•-• 1s.. :: - . • 2 .. •.., .NC. • M23 1 max , .234 2 .141 1 2 NC min .217 1 .13 11 NC 2 max .236 2 .164 2 NC min .219 1 .151 1 NC 3 max .238 2 .186 2 NC min .22 1 .172 1 NC L:1!; ' iM247:..,: 1: •max . : ,. : 2. , - :136 ' : 1 .:.::..:: NC . min . .209... 1 : !-:147 . 2 •• NC'.. 2 max ; :.223•.•••• 2 • : ,.- :1.11• • 1 ,, • NC . 'min •. • :207. : :` .1 - :12.•:< 2'. • :.:.:::NC' . :. 3.. max :.-.221... : 2.:.;!. :•:086 • 1' ' . ... NC min ..204 ..:....1 ..:: -:093 2' NC M25 1 max .172 2 .103 2 NC min 1 .159 1 .095 1 NC 2 max .174 2 .13 2 NC min 1 .161 1 .12 1 NC 3 max .177 2 .156 2 NC min .164 1 .144 1 NC - ...:;= ..M26: ,.,; ::.: • •1' • max •..165 :..,; 2. ..:.- .099,.. 1: ., ....AC • :min ..:152 ' • _ • 1. _ ..,•:107'. • 2. •:: NC .2 max • .162'.: 2 •.• =.072. • 1 • min I• .149 1 : -.078 2 NC• .:3• Max • .158. • . 2 1 1 '. NC , :min .146 • • .1. ` -.048 2 `NC M27 1 max .11 12 I .069 2 NC min : .101 1 I .064 , 1 NC 2 max , .109 2 .094 12 NC min : .101 1 .087 i 1 NC 3 max .109 ! 2 .119 1 2 i NC min .1 ! 1 .11 1 NC °M28...::.:7. _ ...1...max I . ....0.. - -1_... ...:01. . 2 .. ... • NC .... ..... _ min I 0 11 .009 1 ( NC I Company : AKB Engineers Designer : KRS Job Number : 203097 Existing Floor Joist - Open MRI at Southcenter Envelope Member Deflections. (continued Member Label Section x- Translate Lc y- Translate Lc (n) L/y Ratio Lc in in RISA -2D Version 5.5 [C: \ORISA -2D -files \203097 \FLR- JOIST.r2d] September 18, 2003 11:48 AM Checked By: 1:'NTtb�4:'kl'.Y•,'.'?ti7:!IF*X 1?7+3'42"!r� R'., 7i+ ?w.5m..i�tm+rt:' -: an..,sn�;w: 1 Page 9 2 max :014 2 .089 2' . 5869.272: :2 ,min .013 1 • .083 1... ' 5869:272 } . ?:1' 3: max .029 2 .157 2" . ; , NC; 1.167 1.382 min .026 1 .145 1'. , NC': M1 .522 .966 2 , .039 23.667 2 H2 -1 :.'''M2 . ...764 ..;: , 9:354 : , 2 • .017 ' ,18:333: " : ':2,': ', ;z.,; H2 -1•' • M3 1.167 1.382 2 .000 • 0 2 H2 -1 i '. M4 .150 :: ` : < .731 1 .:.000 ... ;: 04 :, : 2r: :',' H1 .3 .' .... : M5 .963 .703 2 .000 1.405 2 H1 -1 M6' . ':424 ' :6887'-';',' 2 ".000. ::1:405:; i' " 2' -.' x:.;,- ;H2 -1 .: . ` '. M7 .758 .717 2 .000 1.405 2 H1 -1 .`:: ; :: : 337' .: .688:. ' 2 ' ::000 • .:1; 405 ": !., ;32 1.11 'i r lf.'H2:.1 r M9 .600 .717 2 I .000 1.405 2 H1 -1 ':M10 ::• ' ' ::- .244:..:. "; .688 2 , .000 • OS, ' " . , 2 : ,y H2.1 ......' M11 .432 .717 2 .000 0 2 H1 -1 -:.M12'' :153: :_ :::.688 2 :.000. :;1:405'' --:'': - 2'. , H2 -1' M13 .271 .717 2 .000 1.405 2 H1 -1 :M14'.' :064: - :r `.688 •;' 2' -;. '.000 , :: , .0. !.. .''''' H2=1'. M15 .107 .731 2 .000 0 2 H1 -3 :,:M16:' . .. ;109. .: .731 2 ..000 ; ;:1:405:'; ; 2; . .'"- ` H 1 -3' ' ' . M17 I .064 .688 2 .000 1.405 2 H2 -1 ':M18' ..270` ' ..:717 2 ..000' A. ":._4 .2 ' ` . :'!.H14:•:-.'..: M19 .153 .688 2 .000 0 2 H2 -1 I "M20; :.: . , :.431" -:7:17'..,..... . 2'. ..;__ :000. •;:1:405:: r » 2!.r.:' .'4 1: •.. •• M21 .244 .688 2 .000 1.405 2 H2 -1 ;M22' ' -.601 : :717 : 2 .000 • . .. ;2: : H1 -1 M23 I .337 .688 2 i .000 1.405 2 H2 -1 ''M24 ': :757' .717' . 2 .000' .. - :1:405' ...2'.:: '.::.H1_1,. M25 .424 .688 2 ! .000 1.405 2 H2 -1 '`M26 '.963 .703 ' 2 I • .000 • 1:405' :: 21.., ::..H1 -t.: . M27 I .149 .732 1 I .000 1.406 2 H1-3 :M28. 1.172 •1.382. 2 '.000 `,:. 0` :: 2:.. H2 =1' Company : AKB Engineers Designer : KRS Job Number : 203097 Existing Floor Joist - Open MRI at Southcenter Envelope Member Deflections, (continued) Member Label Section x- Translate Lc y- Translate Lc (n) Uy Ratio Lc in (in Envelope Member AISC ASD 9th Code Checks Member Label Code Chk Loc Shear Chk Loc ft) Lc (ft Lc RISA -2D Version 5.5 [C :\ ORISA- 2D- files\203097 \FLR- JOIST.r2d] ASD Eqn. September 18, 2003 11:48 AM Checked By: Message Page 10 L -/3 MIDWEST RADIATION CONSULTANTS, INC. RADIATION THERAPY • RADIATION SAFETY • MEDICAL IMAGING omas Payne PhD R Cert. Radiological Physicist, FACR Midwest Radiation Consultants, Inc. RIB.. \ED SEP 15 2003 9 West Shore Road North Oaks, MN 55127 612 - 863 -5171 To Whom it may Concern A C0ci . oLN NT City of Tukwila Building Division Sept. 6, 2003 Reference: Excel Imaging Center, 415 Baker Bl. (CT room) Dear Sirs, With reference to testing and certification of the lead wall shielding, a representative of Midwest Radiation Consultants (Tom Payne PhD) was contacted by Drew Gibson prior to completion of the lead wall installation. Based on a discussion of the installation, Midwest Radiation Consultants is satisfied that the lead wall installation meets the shielding recommendations in a letter to Steve Gerber dated March 21, 2003 (attached). This letter is to testify that the installation of the lead walls for the CT room is satisfactory and meets shielding requirements. To3- I zs C:\llocuments and Settings \TP\My Documents \Toms Folders \Shielding\Biuilding Inspection letter Excel Imaging 9 05 03.doc MIDWEST RADIATION CONSULTANTS, INC. RADIATION THERAPY • RADIATION SAFETY • MEDICAL IMAGING Steve Gerber Excel Imaging 802 9 Street North Sartel, MN 56377 March 21, 2003 9 West Shore Road North Oaks, MN 55127 612- 863 -5171 Subject: Radiation Shielding Recommendations for CT / MRI Imaging Center Seattle, WA Re: NCRP Reports 49, 35 and 91 and RSNA Refresher Course #521, New Concepts in Diagnostic X -ray Shielding AAPM TG9 Data Dear Steve, The areas to be shielded are indicated in red (wavy lines) on the enclosed plans. All shielding must extend from the floor to a minimum height of 7 feet. Generally, it is desirable to have shielding material "overlap" by 1/2 inch at all seams or junction points. Cutouts through the shielding material (e.g. electrical outlets, special conduits, etc.) need to be covered by overlapping shielding material equal in specification to that of the wall. Generally, if lead foil is used, it is "sandwiched" between two pieces of sheetrock material. When fastening lead foil to a surface, it is NOT necessary to use "lead cover - tabs" that are folded over the screws. A steel screw which directly penetrates lead foil does NOT need to be covered by any other lead foil and is sufficient to provide appropriate radiation shielding. All non - controlled areas are shielded to a level of 100 millirem /year (maximum permissible level for the general public) and 500 millirem/yr for controlled areas (ALARA). The walls have been labeled A,B C and Control on the enclosed drawing. The State of Washington requires a Facility plan review PRIOR to construction. Information enclosed concerning where to send plans. Review the Condition that I have assumed for the shielding calculations. The actual use of the CT unit must be similar or less in volume to the assumptions made: Room is shielded for a 16x Multislice CT unit. Radiation scatter data from GE and Siemens was used for the CT room shielding (similar scatter would be obtained from a Philips, Toshiba or other 16x slice unit). An average CT technique of 140kVp, 200mAs /image and 200 images /patient was used (this is a representative average of techniques for head, chest, abdomen, etc.) Workload = 15 pts /d x 220 d /yr x 200 images /pt = 660,000 images /yr C:\Documents and Settings \TP\My Documents \Toms Folders \Shielding \Steve Gerber Excel Imaging Ctr 3 2I 03.doc ',ILVJi'e:..Y. a #?�apAY;dNi Recommended Radiation Shielding: CT Room 106 Room is shielded for a 16x Multislice CT unit. Radiation scatter data from GE and Siemens was used for the CT room shielding (similar scatter would be obtained from a Philips, Toshiba or other z 16x slice unit). An average CT technique of 140kVp, 200mAs /image and 200 images /patient was _ ►� used (this is a representative average of techniques for head, chest, abdomen, etc.) '� Workload = 15 pts /d x 220 d /yr x 200 images /pt = 660,000 images /yr 6 (HVL =.25mm Pb or 0.5i1, concrete; TVL =.8mm Pb or 2 in concrete) v p Basic formula: w Exp(mr /year) = ( #images /yr) x (scatter at point of interest mr /image) x (T occupancy) N Bux = MPD(100mr /yr for NC or 500mr /yr for C) _ Exp(mr /year) w 0 Where: NC = Non Controlled area and C = Controlled area Q = • d • w Z = O z r w U 0 O - 0 f- W w z w O ~ 1. Wall A, d= 9'(2.75m), NC, T =1/40 or less Outside sidewalk area Where scatter = .30mr /16images per rotation = 0.019mr /image Exp(mr /year).= (660,000) x (0.019mr) (1/40) = 314 mr /yr Bux = 100/314 = 0.319 which is approx. 2 HVL ( 1 in concrete) Existing Outside wall is estimated to be equal or greater than 2HVL (1 inches concrete and contains sufficient shielding. NO additional shielding is required to the Outside wall. The glass outside window for this wall does not require additional shielding. However, recommend placing a sign in the corner of the window that can be easily seen and read from the outside to say, "X -rays produced when CT scanner is "ON "; contact CT staff inside before working outside this window." 2. Wall B and B' d= 8'(2.4m) NC, T= 1 Office area Where scatter = .22mr /16images per rotation = 0.014mr /image Exp(mr /year).= (660,000) x (0.014mr) (1) = 9240 mr /yr Bux = 100/9240 = 0.01 or 2 TVL = 1.6mm lead Recommend 1/16 inch (1.6mm) of lead to height of 7 feet for wall B. 3. Wall C, d= 12'(3.7m), NC, T =1/8 Corridor Where scatter = .15mr /16images per rotation = 0.009mr /image Exp(mr /year).= (660,000) x (0.009mr) (1/8) = 743 mr /yr Bux = 100/743 = 0.13 or 1 TVL = 0.8mm lead Recommend 1/16 inch (1.6mm) of lead to height of 7 feet for wall C. Entry door to room requires 1/16 inch (1.6mm) of lead. 4. Control Area Wall d= 16'(4.9m) C, T =1 Where scatter = .15mr /16images per rotation = 0.009mr /image Exp(mr /year).= (660,000) x (0.009mr) x (1) = 5940 mr /yr Bux = 500/5940 = 0.08 or 1TVL & 1HVL = 1.05mm lead Recommend 1/16 inch (1.6mm) of lead to height of 7 feet for Control wall. Glass view window requires 1.5mm lead equivalent shielding. Window must be at least 24 (high)x 18 inches in size and the operator must be at least 18 inches from the edge of the booth. C:\Documents and Settings \TP\My Documents \Toms Folders \Shielding \Steve Gerber Excel Imaging Ctr 3 21 03.doc :: } (�i �G!L+,::ti:iiilaatuli§t ?i M411` 4,., z The ceiling and floor of commercial construction (greater than 3.5 inches concrete — 2TVL) do not require additional shielding. X - ray "On" Warning Light Outside of the entry room door, recommend a lighted sign be placed next to the door that says "X -rays In Use - Do not enter ". The light indicator should be "ON" when the X -rays are being produced. The equipment installer can wire the signs to be "ON" when the X -rays are "ON". J 'homas Payne PhD ABR Cert. Radiological Physicist, FACR C:\Documents and Settings \TP\My Documents \Toms Folders \Shielding \Steve Gerber Excel Imaging Ctr 3 21 03.doc From:LEDCOR CONSTRUCTION Fax Transmittal Attention: Building Inspectors Company: CITY OF TUKWILA 206 2308833 09/30/2003 09:56 4003 P.001/009 Project Number: 1030057 Date: 30- Sep -03 Original to Follow: No Operator: Respectfully, LEDCOR CONSTRUCTION INC. Chris Lee y LEDCOR CONSTRUCTION INC. 11.5. HEAD OFFI(E 9655 SE 36th Street, Suite 210 Mercer Island, WA 98040 USA Telephone: (206) 230 -8811 Facsimile: (206) 230.8833 City: Tukwila, Washington Number of Pages Transmitted 9 (incl. cover) (If you do not receive all the pages, please call the Fax Number: 206-43 I -3665 sender.) Subject Open MRI at Southcenter From: Chris Lee, Project Manager Tukwilla, WA Attached, please find the final acceptance letter from the Special Inspector for the above - referenced project. The original letter will be brought to the site as soon as it is available. Please call me or the Project Superintendent (Drew Gibson @ 206- 427 -8366) if you have any questions. The information in this Facsimile Transmittal may be priveleged, confidential, and /or otherwise protected from disclosure. If you are not an Intended recipient, any dissemination, distribution, or copying is strictly prohibited. If you think that you have received this message In error, please notify the sender at the telephone number listed above. CALGARY • CHICAGO • DALLAS • EDMONTON • LAS VEGAS • RENO • SAN DIEGO • SEATTLE • TORONTO • VANCOUVER Company: Attcntion: Leticor Construction Chris Lee - Fax No.: Phone No.: 1 -206- 230 -8833 1 -206- 230 -8811 Y From:LEDCOR CONSTRUCTION 206 2308833 SEP- 30-2003 TUE 09;21 AM HWA GEOSCIENCES P A X1 V1 ' I 1' TA L Date: From: Project #: Sent To, .,. Subject; September 30, 2003 Richard McKinley, Manager, Materials and Construction Services Group 2003 -099 Number of Pages: 8 (including cover sheet) [OIUGINAL TO FOLLOW BY MAIL South Center MRI -- Final Letter Richard McKinley Manager, Inspection and Testing Cell 206 -794 -3316 09/30/2003 09:56 #003 P.002 /009 FAX NO. 425 774 2714 P. 01 Yes Tlrc lnfimttuion in this fax message is confidential and intended only for the use. of ilia recipient named above. if you n`ccivc this fax in crrur, you aro botchy notified tltnl nay dissemination, distribution, or copying (gilt's communication is r uictly prohibited, If you icoclvo this mcssagc in error. please notify as by tvicphnnc immcdiatcly and return the original mieasirw to to ut the awn nddros vin the U.S. i uatul Serviott. HWAGEOSCIENCES INC, 19730 -64th AVE W STE 200 Lynnwood, WA 98036 -5904 Tel. 425.7740106 Fax. 425- 774 -2714 No 7 Gcotechnical Enainccring Hydrogeotogy Geoenvironmental Services Testing a inspection rah I From:LEDCOR CONSTRUCTION 206 2308833 SEP -30 -2003 TUE 00:21 AM HWA GEOSCIENCES 8171 HWAGEOSCZENOES INC, September 29, 2003 FIWA Project No. 2003- 099 -23 1)03-1 - Excel Imaging 802 -- 9 Street N. Sartcll, Minnesota 56377 Attention: Mr. Steve Gerber Subject: Final Letter on During- Construction Inspection Equipment Pad for MR1 Installation 415 Baker Boulevard Tukwila, Washington Dear Mr. Gerber: Sincerely, HWA OOIOSCIENCES, INC. Richard McKinley Manager, Laboratory and Construction Services Group RM:nn cc: Mr. Drew Gibson, Ledcor Construction attachments: Field Reports FR -001 to FR -004, Concrete Test Report Set #l. 09/30/2003 09:56 4003 P.003/009 FAX NO. 425 774 2714 P. 02 Gentechnical Engineering • Iryclrogeology • Gcocnvlronme ial Services • 1i:spec:uo: c: Testing HWA. GEOSCIENCES INC (HWA)•has-performed " During - Construction" inspection laboratory testing for the above referenced project. The specific issues addressed in relation to the construction of the equipment pad included: + helical anchor installation inspection • rebar inspection • concrete testing We appreciate the opportunity to be of service on this project. Should you have any additional requirements, please contact our office, Specific details of the inspections and testing carried out are provided on the attached reports. To the best of our knowledge, all tests and inspection results were satisfactory, and construction was in accordance with the project and code requirements. To our knowledge there are no outstanding deficiencies. 19730 - 64th Avenue W. Suite 200 Lynnwood, WA 98036.5957 Tee; 425.774,0106 Fax; 425.774.2714 www.hwageeudepew.wm Fk:ddy` +. YtL *Kf#u.eJ,iA i�kcv of 2.z?�7aiL'? v.. Ra�]i ...s Project Nninu South Center MRI Installation LocoSon or Address of Project 415 Baker Blvd Seattle (Tukwila) WA Permit No. D03-125 count Excel !ma • in • Ctienl Representative Steve Gerber Weather Bunn , Hi h 70's con Authority (engineer or arch teat a record) James Stapper Architect atom Authority Representative • H A •reject eineer Richard McKinley General Conley:tor Ledcor Construction Inc. !)enrol Con tractor Re pi am:Motive ' Drew Gibson HWA Field Representative Bernie McCarthy From:LEDCOR CONSTRUCTION 206 2308833 SEP -30 -2003 TUE 09:22 AM HWA GEOSC I ENCES 19731) -64th Avenue Wool, Suite 200 Lynnwood, WA D8036 HWA ^ /-� y r�^+ TeL 425- 774 -01p6 GE0SCYENcEs INC. Fax. 42.1.774 -2714 :LW SIGNATURES: SUMMARY OF ISSUES REQUIRING FUTURE RESOLUTION Report# Item# Status na na Them are no outstanding Issues at this time. FIELD REPORT SUMMARY OF TIME SPENT ON PROJECT TODAY: Site Visit; Start Travel: 0730 Arrived at Site: 0830 Departed Site: 1630 End Travel: 1730 OTHER MISCELLANEOUS ACTIVITIES, OBSERVATIONS AND /OR COMMENTS: Signed:iV� Reviewed: HWA Field R presentative • HWA Projo t Engineer / Re wer 09/30/2003 09:57 #003 P.004/009 FAX NO. 425 774 2714 P. 03 Field Report No.; FR -001 Date (mmlddlyy): 81412003 HWA Project No.: 2003 - 099 -23 HWA Task No.: MATERIAL BEING tNSPECTEO/TESTED: Helical (anchor) piles ITEM KING CONSTRUCTED: Doep foundation system for MRf equipment pad DETAILFD LOCATION: See attached sketch TYPE OF INSPECTION: Continuous STATUS AND DETAILS OF PLACEMENT OF THIS MATERIAL: Four helical (anchor) piles wore Instelied to a depth of 66 feet, Each anchor hoe throe S foot long sections of helix; 13•inch diameter, thon 10 -inch diameter, then 12 -Inch diameter. 'Digger plates' attached to tho stem created an annular space between the stern and the surrounding soil. which was continually filled with high strength grout as the pile was advanced. HWA INSPECTION ACTIVITIES RELATED TO THIS ITEM: HWA carried out visual observation and measurements to confirm anchor geometry. indicated torque application, and depth. CONFORMANCE OF THIS ITEM: To the best of the Inspector's knowledge, the item inspected was found to be In eontormance with the Geotechnical Engineering Study of April 12, 2003 by Geotech Consultants, approved plans, specifications, and RFIa. Thin ropon should only be reproduced In Its entirely. Report Is not final until signed by HWA field reprenenlotive and HWA reviewer. Page 1 of 2 melee% MImI S outh Center- MR•F•Irntallstior••••• t . tiUll IA AUJruao of Pivjuwt 4 1 r.Divel.,. Sea,tie •• Perfnit No, - -•• DGC 123 •- CCtirtni.'.' • ' . " • Excel Irnapinn ellen4ft runtrtive..- Steve. Gerber • - --•••• • •• -•••- -•• Wi+tt•.+. ••• Sunny, High 70's •►1WA Frojest Lrnrir ri.er Richard McKlilty IiWA Field Representative Bernie McCarthy - • Design Authority (ungrneer or ire Itsct James Stapler Architect record) Design Authority Representative • • Gonural Contractor Representative Drew Gibson Groom! Contractor Ledcor Construction Inc, From:LEDCOR CONSTRUCTION 206 2308833 09/30/2003 09:57 #003 P.005 /009 SEP -30 -2003 TUE 09:23 AM HWA GEOSO.IENGES .... ........... F'AX. NO...425 .77.4 2714 ... P. 04 19730 -04th Avenue West, Suitc 200 t.ynnw .1a,.WA_4af.... - -- Tel. 425-4416 H1WAGEOSC11NCES NC. Fes.. - 7 27 1 'E A 1 y r PILE cr I.� - , 2. r This report should only be reproduced In its entirety. Report is not final until signed by fiWA field representative and HWA reviewer. Field Report No.: rR -O01 Ditto - a14/ HWA Project No.: 2003 - 099 -23 HWA Task No.: A _ w Fgot?Ptt NT PA 'A Page 2 of 2 • H :' w G� +.liE4 I'ioJect Nnrnc South Center MRI installation Location or Address or Project 415 Baker Blvd Seattle Tukwila WA Permit No. D03-125 CIi r Excel !ma In Oesicn Authority tenginocr or archriCol of record) Jaynes Stan • er Architect Dcalgn Authority Reproocnlitiva HWA - re ect ngineer Richard McKinle enera 'ontruClor Ledcor Construction Inc. General Contractor Representative Drew Gibson HWA Field Representative Pat Pierce From:LEDCOR CONSTRUCTION 206 2308833 SEP -30 -2003 TUE 09 :23 AM HWA GEOSCIENCES 19730.041h Avenue Waal, Suite 200 LynnwGod, WA HOG Tel. 425 - 774-0108 is 1WA.GEOSCIENCES INC, Fix, d26 -774 -2714 FIELD REPORT SUMMARY OF TIME SPENT ON PROJECT TODAY: Site Visit: Start Travel; 1210 Arrived at Site: 1255 Departed Site: 1315 End Travot: MATERIAI. BEING INSPECTED/TESTED: Concrete Reinforcing - placement ITEM BEING CONSTRUCTED: MRI Footing/Pile Caps OCTAtLED LOCATION: TYPE OF INSPECTION: Periodic STATUS AND DETAILS OP•FLACErviEiv T OF THIS MATERIAL; At the tithe uruur inspuc:iiur►, the mbar' pidtettttini W a s c:brrtpieltrexcept forlhe --- mat of robar. Tho top mat will bo inspected prior to pouring concrete on 13/11/03. HWA INSPECTION ACTIVITIES RELATED TO THIS ITEM: HWA carried out visual observation and measurements to confirm bar sixes, number of bars, correct placement, and adequate cover. CONFORMANCE OF THIS ITEM: To the bust of the inspector's knowledge, the item ire pt;cted was found to be in conformance with approved pions, pprtcffioatlons and RFI!. OTHER MISCELLANEOUS ACTIVITIES, OBSERVATIONS AND /OR COMMENTS: SIGNATURES: • n*Mill Signed: HWA Fold Representative Reviewed: HWA ProJe Engineer / ReVictWer SUMMARY OF ISSUES REQUIRING FUTURE RESOLUTION RApert# Itemtt Status na na There are no outstanding Issues at this Unw This moon ohould only ba reproduced in Its entirety. Report is not final until signed by HWA field representative and HWA reviewer. 09/30/2003 09:58 #003 P.006/009 FAX NO. 425 774 2714 P. 05 Field Report No.: FR -002 Date (mmlddlyy): 81812003 HWA Project No.: 2003 -099.23 HWA Task No.: Page 1 of 1 iw •` =s'r' t: =:tY , x {�, - . k3fi�?tt+id?. a�s;Xis�:�`^.io-eu�'`` �" ;�: `:rhi�: rf� �yfr sn;?,'�u'; ..,..8.;.tix:' :-;, PiOjeel Nemo South Center MRI installation Location or Addreu of Project 415 Baker Blvd, Seattle (Tukwjla ), WA Permit No, D03.125 Weather M's lly_Sunny, 60' i-IWA Project Engineer Richard McKinte 41ier1t Excel imaging Client Reprosentativo Steve Gerber _ began Aiithonty (erigInoor or architect of record) James Sta.•er Architect Dasign Authority Ropresentalivo GeAurul Contractor Ledcor Construction Inc. eneral •ntractar»epresentative Drew Gibson H raid present01ive Pat Pierce From:LEDCOR CONSTRUCTION 206 2308833 SEP -30 -2003 TUE 09:24 AM HWA GEOSCIENCES 19730 -041h Avenue West, Suite 200 Lynnwood, WA B8030 TcI.425- 774 -01De FWWAG ENCES INC. Fax, 425.7744/14 LI r FIELD REPORT SUMMARY OF TIME SPENT ON PROJECT TODAY; Site Visit: Start Travel: 0500 Arrived at Sito; 0600 Departed Site: 0815 End Travel: 0900 MATERIAL BEING INSPECTED /TESTED: Concrote Reinforcing • placement ITEM BEING CONSTRUCTED; MRI Footing /Pile Caps DETAILED LOCATION: TYPE OF INSPECTION: Periodic STATUS AND DETAILS OF PLACEMENT OF THIS MATERIAL: At the time of our inspection, the robar placement was complete. HWA INSPECTION ACTIVITIES RELATED TO THIS ITEM: HWA carried out visual observation and measurements to confirm bar sizes, number of bars, correct placement, and adequata covor. CONFORMANCE OF THIS ITEM; To the beat of the inspector's knowledge, the item inspected was found to be In conformenco with approved plans, speciiications and RFIs. MATERIAL BEING PLACED/INSPECTEO/TESTED: Concrete ITEM BEING CONSTRUCTED: MRI Footing/Pilo Caps DETAILED LOCATION: TYPE OF INSPECTION: Continuous STATUS AND DETAILS OF PLACEMENT OF MATERIAL: Placement began at 0714. The concrete was being placed by tailgating. Consolidation was accomplished with a concrete vibrator. Placement ended at 0735. A total or approximately 6.5 c.y. was placed. HWA INSPECTION ACTIVITIES RELATED TO THIS ITEM: Check delivery tickets, slump testing, temperature testing, molding test specimens, observation of concrete placement Test results aro summarized on HWA's'Field and Laboratory Concrete Test Report' for Sot 1. CONFORMANCE OF THIS ITEM: To the best of the inspector's knowledge, the item inspected is in• souiformance. with.appro'red.ptans.......•.. Sper.IHc.tions and RFIs. OTHER MISCELLANEOUS ACTIVITIES, OBSERVATIONS AND /OR COMMENTS: SIGNATURES: ,r•r'7 t IWA FEuld Roprcol!ntaIt c SUMMARY OF ISSUES REQUIRING FUTURE RESOLUTION Report/# Item# Staters ria na There era no outctanrtic 9 iacuai at lhic fimA. 09/30/2003 09:58 #003 P.007/009 FAX N0, 425 774 2714 P. 08 . HWA ProjccInginccr / Rovio cr • • • • • ...... _.t.• %..•L•111•.\,:,• :IL l .••• . ••••••••••••• • • •••• • ••• •••• • •••••• This repast should only b0 rt produced in ile cntiroly. Report Is not Anal until signed by HWA field representative and HWA reviewer. Field Report No.; FR -003 Date (mmlddlyy): 8/11/2003 HWA Project No.: 2003 - 099 - 23 HWA Task No.; Page '1 of I Projocl N.unm South Center MRI Installation Location or Address or Project 415 Baker Blvd,-Seattle (Tukwila), WA • Permit No. 1)03 -125 (Gi,eia ' L.nenc P pre e'nrawe . 4 weather txcet Irnagtn 'Steve Gerber Mostly Sunny, 55° Design Authority (eng neer or orehllucl of record) James Stepper Architect _ o.agn Authority Representative General Contractor Representative Drew Gibson HWA ProJeCt Engineer Richard McKinley HWA held Re)reoenlallvc Pat Pierce _ General ConpaclOr Ledcor Construction Inc. From:LEDCOR CONSTRUCTION 206 2308833 SEP -30 -2003 TUE 09:25 AM HWA GEOSCIENCES 19730.64th Avenue Wesl, Sufic 200 Lynnwood, WA 96036 Tel. 425- 774 -010G HWA GEOSCIENCES ENCES INC. Fox.125 771 271,; FIELD REPORT SUMMARY OP TIME SPENT ON PROJECT TODAY: Site Visit: Start Travel: 0500 Arrived of Site: 0600 Deparlod Site: 0605 End Travel: 0730 09/30/2003 09:59 #003 P.008 /009 FAX NO. 425 774 2714 P. 07 Field Report No.: FR -004 Data (n riddiyy): B(t t' ' 3 ' HWA Project No.: 2003.099-23 HWA Task No.: OTHER MISCELLANEOUS ACTIVITIES, OBSERVATIONS AND /OR COMMENTS: Concrete specimens cast yesterday (Sot #1) wore picked up and returned to our Lynnwood lab for curing and tasting. SIGNATURES: Signed :_ HWA Field Ropru .ent SUMMARY OF ISSUES REQUIRING FUTURE RESOLUTION Report# (tern# Status rte na There aro no outstanding issues at this Lime. P W A we o L-1 HA Project ginger / Revid TM repent should only be r.produced in ils entirely. Report is not final until signed by HWA field reoreGCnlullvc and HWA reviewer. Page 1 of 1 ! u' w0!! :141t+.'�`, 5.+'4xi ;.,zl,.t`1. tfu�.i:,ti.�.— s.iad."uf' :5 .. siri= tit' r.� ° +t.'x.tiS.t::..,U� -.ea'S;Ji::4ie COMPRESSIVE STRENGTH TEST DATA INFO. FROM SUPPLIER TICKET CYLINDER I.D. NUMBER Supplier Name: Stoneway Plant Number. Howser Plant Mix Code / No.: 4352 Concrete Max: Agg. Size; 3/4 Time Batched: O020 _ _ Cement Typo: I Arrival Time: 0704 Load Volume (yd 6.5 __ _ Start Unloading: 0714, , _ _ Volume (yd "): U.b End Unloading: 0,13.. 735'. AdmixturAs: trIRK)A 54,.<z/twrh•_._.. '_ _ ...___. Truck Number. 434 • Ticket Number, ' Cum. _ _ __ _ TE--C; I•. EJB 2003 - 099 -23A 28 9/8/03 12 FIELD TEST DATA Slump (inches): 4 VII Entrained Air (%); .NA Conc. Temp. (F): 74 Density (pcf): � Specified Slump (min/max): _ 3" to 5" Time Sampled: 0798 Specified Ent. Air(min /max): none pociflod Time Cyl.e Cast: 0725,_ - _ _- Cast ay; I-!WA/P.J_P. Mold Tyne: Plastic Ambient Air Temperature (F): Gi Initial Curing Temp (min /max): 28.27 _ 7'2599 2570 MI3CELt.ANFAIf ;.Nrr mAnY.m 1 ru. MMFNT . - - - - ,_? Contractor / SubContractnr: Concrete Placement Method: Pig :W tutil f usuits reported to filC.I.te:•„'. i• «1un,'- i :v :lt;,u Lu Comments: .... — ._.....,. • 4 Lodcor Cons_tructfo,i Tailgated , „ _ . _ Drew Gibson , __ _ - (Contractor Representative on 5(te) . p. . y • - �....._. - -- ." (+.. :i= . oz:s:i • COMPRESSIVE STRENGTH TEST DATA CYLINDER I.D. NUMBER AGE (days) TEST - DATE (mm /dd /yy) LENGTH (inches) DIAMETER (inches) L/D RATIO X -SECT. AREA (sq.In.) MAX. LOAD (Ibs) LID. - CORR. '•' COMM: • STRENGTH (psi) MAC? TYPE TE--C; I•. EJB 2003 - 099 -23A 28 9/8/03 12 6.00 28.27 74345 2630 _ 2003- 099 -23B 28 9/8/03 12 6.00 28.27 _ 7'2599 2570 EJQ - ' - 1 From:LEDCOR CONSTRUCTION 206 2308833 SEP -30 -2003 TUE OB:25 AM HWA GEOSCIENCES FIELD AND LABORATORY CONCRETE TEST REPORT ASTM C 31, C 39, C 143, C1 r'2, C231, C1064, C1231 AASI CI T23, T22, T11 T141, T152, T309 CLIENT: _ PROJFCtT.:... Snuthi ator._MRUnst_a//lt1on -.. _ _ PROJECT NO: 20p3. 098 -23 GATE CAST: gj�� %Zp03 ^DATE RECD: 8/t2/2003_ DESCRIPTION OF CON L PLAC MEN REPRESENTED BYT 1S E T: MR1 Footing /Pile Cap indicnla•; a kid ct,rod specimen Th:o ropori applies only lo the items tested. and moy be reproduced In full, with written approval of HWA GEOSCIENCES INC. 09/30/2003 09:59 #003 P.009/009 FAX NO. 425 774 2714 P. 08 Specifi Minimum:! 2500 Reviewed By: de" ._. �4f�. wMw .iu:f,.n..k :%r.K.uAJAJ'�nr : ° �'l �MnvrYC vM HWAGEOSCIENCES INC, TEST /SET # DEPARTMENTS: Building iD vision Public Works Documents /routing slip.doc 2-28-02 ACTIVITY NUMBER: D03 -125 DATE: 09 -25 -03 PROJECT NAME: EXCEL IMAGING - OPEN MRI SOUTHCENTER SITE ADDRESS: 415 BAKER BL Original Plan Submittal Response to Correction Letter # - __ Response to Incomplete Letter # X Revision # 2 after permit Is Issued « REVISION PER INSPECTOR REQUEST» DETERMINAT N OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ APPROVALS 0 CORRECTIONS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator DUE DATE: 09 -30 -03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROyTING: Please Route L+% 1 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: PERMIT COORD COPY DUE DATE: 10 -28 -03 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEP RTMENTS: 1 -3-03 Buil ng ivisi n 4] Public Works El PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -125 PROJECT NAME: EXCEL IMAGING SITE ADDRESS: 416 BAKER BL DATE: 07 -03 -03 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -08 -03 Complete [ Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire El Ping El PW ❑ Staff Initials: TUES /THURS RO)JTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS 0 CORRECTIONS: DUE DATE: 08 -05 -03 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28.02 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: V1,r. i 1h dM>tiW/.i.+..f -...++ • -..r...__, . .,. ACTIVITY NUMBER: D03 -125 PROJECT NAME: EXCEL IMAGING SITE ADDRESS: 415 BAKER BL X Original Plan Submittal Response to Correction Letter # DATE: 04 -28 -03 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Buildrng Division Public Works 4 & DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [� Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROyTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: PERMIT COORD COr' PLAN REVIEW /ROUTING SLIP Incomplete ❑ Approved ❑ Approved with Conditions Documents /routing sttp.doc 2-28-02 110 /W 5 - (2 - 0 3 Fire Prevention [! Structural ❑ " 4 -z`l -c Planning Division Permit Coordinator X DUE DATE: 04 -29 -03 Not Applicable ❑ DUE DATE: 05 -27 -03 Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: P RMj T COORD CO DATE: ct r.� Revision 1 Date I Staff No. I Received 1 Initials I Date Issued Staff Initials Date Issued 0Z I 97,2 5 3 I SieS to- e. -o 3 I / 4 1 1 0 Summary of Revision: Summary of Revision: bi. W at iLl .2)/ef,cuic.-- ,,,,,,,_dca.e,c, Ze.A/.:,--- Received By: //alatcliexithsvii --r-e-ptaa . Received By: - N t 0 , ,' (; • Revision No. ' I Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date Staff • Issued ; Initials ! Summary of Revision: Received By: PROJECT NAME: Site Address: 9K.s" ided-- - Original issue Date: Revision No. /0e. . 7-g ■SdreezcZe,e,,e, Summary of Revision: Revision No. Date Received 7 Md Summary of Revision: Date Received Staff Initials Staff Initials Y■- • • r■ "" PERM NO:. 30 - REVISION LOG Received By: Date Issued Received . (please prin ) Date Issued (please print) (please print) (please print) I • - Staff i Initials Staff Initials please print Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7/ 6 3 Plan Check/Permit Number: PO ` 1 C ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # 2 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: D Pe - 1....) k fL ( Art Project Address: 4 l t3actL12 t5L-L.' Contact Person: STAloPe12. Summary of Revision: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Phone Number: '7I-) S' t o L�1XJt r..9 Cr pf t1) 65 p4J p CP%LCS cr 2001 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: t 25 / Entered in Permits Plus on 9%. d3 W. 08/06/03 Sheet Number(s): City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7/ 3/ 0 3 Plan Check/Permit Number: D — I Z (::1 Response to Incomplete Letter # [] Response to Correction Letter # Revision # I after Permit is Issued Project Name: O PEL) Yfl 121 A — So OYN C Project Address: Address: 415 )3A 13 LV1D Contact Person: ` 1 VVl - c - Po°PErz Phone Number: 20 h 2 3G 51 ( 0 Summary of Revision: c5T120GTU►2 -/A _ 5U PPo�C' t==ov VI/Lill ScAI3j I - As f - b2>= 'VlSl= 1,')L� SE • T'E-FE 5cAu...,U 2. 111 A-uf .c=t o IBS e*-) ct-i+p ocgeC A J D T l -fit= r Il�'W v ►J 1 - r l 5 ci b ( HN 7 4 1 -1-t, sr uq w, 1 _ i2 - po I I2 -e S S l "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center bv: [; Entered in Sierra on 7- 3-e 3 RECEIVED CiTv OF-TUfHNItA 2003 PERMIT CENTER 08/30/00 Atf LEDCOR CONSTRUCTION INC 701 FIFTH 'AVE #5000 SEATTLE WA 98104 -7078 • DEPARTMENT OF LABOR AND INDUSTRIES Detach And Display Certificate` State of Washington County of KIM Subscribed and sworn before me this 3046 day of JIM - , 20 03 `%%%%%%„„,,,% Notary Public: " s yv .0\ssioNF rt,,, NOTARk %(: • o•.40 • My commission Expires: 6 /ai/o - N '• PUBLIC I r ' 29 : N\.....,�= 4 , WAS vvee� aYc.91..c,re-- Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 2 2 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 / 1 Non - Residential Sewer Use Certification Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for (Please print or type) Owner's Name (To be completed for all new sewer connections, r This form does not apply to repairs or replacements of : /_g_ 7 4J L LLCr (Last, First, Middle Initial) Party to be Billed (if different from owner) Subdivision Name /V /4 Lot # Party's Mailing Address: Subdiv. # Block # Building Name (if applicable) Property Street Address 4/5 8Ar-ze 8L1/2 City, State, ZIP Tvkccv/L.4 yVA "70/88 Owner's Phone Number ( Owner's Mailing Address (if different from above) rIc4eMP A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 Total Fixture Units b, 20 RCE For King County use Account # Monthly Rate Six Month Due econnections or change of use of existing connections. existing sewer connections within five years of disconnect.) new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at (206) 684 -1740. Property Tax ID # O Z Z `d —CO 86 City or Sewer District Date of Connection Side Sewer Permit # or Property Contact Phone # ( Demolition of pre- existing building? O Yes ❑ No Type of building demolished Sewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/ Representative / RCE King County 190. - ��✓ Department of Natural Resources and Parks (97, RECEIVED CITY OF Tt1KWILA APR 2 8 2003 PERMIT CENTER Print Name of Owner/ Representative J c5rAPP6 Date I/ 28 o3 ita – Kinn (rntpty Yellow – Local Sewer Aaencv Pink – Sewer Customer 1f�!i''�71''� +.r'f�!;t�t • - h G zrsxt:4t3RS'dSq��'•�'M1r,Mrb" xg rti a<<}r.ryaa�•., -• y�r , . m RCE ,.\\ . // ""/A0'//A „. S l ii ""-42/.\\ 7 ii/AA.\\""; 7, .^\V'fA\V'eab.\\WAV/40/0 • A■7, 5, S// ''w/' EXCEL 1 (631) 667 7900 FAX (631) 667 7 Op SOUT TUKW cjo OVAT 0\ USC 17274 ULEV FILE COPY SEPARATE PERMIT REQUIRED FOR: NrIVIECHANIdAL IMOLECTRICAL ° LUNIBING 'Llill"GAS PIPING CITY OF TUKVVILA BUILDING DIVISION I understand that the Ran Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance_ Receipt of con- tractors copy of approved Mans acknwledged. REVISIONS ' NO CHANGE'S SHALL BE MADE TO - t , OF Y43FX WITHOUT . PF;i01 OF 'TeKWILA BUILDING DIVISION. ix3TE: REVISIONS VAL PEOUIRE A NBV PLAN SUBMITTAL OW Mini /MOIL MIA E\ MR OF - CENTER, LIC A, WAS \GTO\ .••••■••••••• • • .....■•■■■••••■•■••••••••• • • • • .....moor■■•■ 41. 5. • .1.011 WARY ••■•,. • .4 • SHEET 1 OF 6 5. --- 41.1.111111Y. • • • EXISTING MENS EXISTING WOMENS FLOOR PLAN SCALE 1/4* : 1' -0" 0 0 0 • KEY NOTES REMOVE AND REPLACE EXISTING OAK WINDOW SILLS WITH NEW P -LAM SILLS REMOVE EXIST EXTERIOR GLAZING AND EXTERIOR WALL TO SLAB TO PROVIDE ACCESS TO INSTALL MRI SCANNER. REINSTALL MATCHING GLAZING SYSTEM WI LOWER SPANDREL PANELS LOCK EXISTING EXTERIOR DOOR IN PLACE. SEAL ALL OPENINGS AROUND DOOR AND FRAME, INSULATE CAVITY, AND INSTALL NEW PARTITION FLUSH TO EXIST. WALLS. INSTALL NEW FULL HEIGHT PARTITION. a PROVIDE BLINDS AT EXISTING WINDOW INSTALL NEW CONC. FLOOR IN MRI SCAN ROOM. AN. ELEV OF NEW SLAB TO BE RECESSED SO THAT RF SHIELDING WILL BE FLUSH WITH EXISTING ADJACENT SLAB. SLAB MUST CE ISOLATED FROM BUILDING SLAB PER MANUF. REQUIREMENTS. ADDITIONALLY, PROVIDE STRUCTURAL SLAB TO SUPPORT EQUIPMENT. USE ONLY NON - FERROUS REBAR, AND OBTAIN GEOTECHICNACAL REPORT TO CONFIRM SOIL BEARING CAPACITY OF SOIL DIRECTLY UNDER MRI. WALLS SCHEDULED FOR LEAD SHIELDING TO RECEIVE 1/16' 4/I .EIW LINED GWB TO HEIGHT OF 7 FEET. DOOR AND FRAME REQUIRE 1 18 LEAD. WINDOW REQUIRES 1.5M1 LEAD EGUIVN.ENT 4x6 PAINTED PLYWOOD BACKBOARD. CONSTRUCTION NOTES • • 1. ALL PARTITIONS TO BE TYPE '1 UNLESS NOTED OTHERWISE. 2. CONTRACTOR TO LAYOUT PARTITIONS AND OBTAIN APPROVAL FROM TENANTS REPRESENTATIVE PRIOR TO ERECTING PARTITIONS. 3. WHERE DISCREPANCIES OCCUR OR HIDDEN CONDITIONS AFFECT THE WORK, CONTRACTOR SHALL CONSULT WITH TENANT'S REPRESENTATIVE PRIOR TO PROCEEDING WITH WORK IN THE EFFECTED AREA. 4. PROVIDE METAL BACKING AT ALL WALLS TO RECEIVE CASEWORK AND WALL MOUNTED FURNITURE ITEMS, VERIFY WITH TENANT. DEMOLITION NOTES 1. DISPOSE OF ALL MATERIALS IN AN APPROVED MANNER. ALERT OWNER W MATERIALS POTENTIALLY CONTAINING HAZARDOUS MATERIAL ARE ENCOUNTERED. 2. REMOVE WALL FINISHES, WALL BASE, AND ASSOCIATED MILLWORK FROM ALL EXISTING WALLS TO REMAIN. PATCH, REPAIR AND PREPARE EXISTING WALLS FOR NEW FINISH. 3. REMOVE ALL EXISTING FLOORING. LEVEL/PATCH AND REPAIR SUBFLOOR AS NEEDED TO RECEIVE NEW FINISH PER SCHEDULE. 4. THIS DRAWING INDICATES GENERAL EXTENT OF DEMO. ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMO NECESSARY TO ACCOMMODATE NEW CONSTRUCTION AND INSTALLATION OF AU. WORK AS INDICATED THROUGHOUT THE CONTRACT DOCUMENTS. 5. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND BIDDING. COORDINATE DEMOLITION WITH NEW CONSTRUCTION. 6. REMOVE EXISTING ELEC. BOXES, PLUGS. SWATCHES, THERMOSTATS, ETC. WITH EXISTING WALLS TO BE REMOVED UNLESS NOTED OTHERWISE. 7. COORDINATE DEMOUTIoN WITH NEW FLOOR PLAN, SHEET "2.1 8. REMOVE EXISTING CONCRETE FLOOR IN MRI SCAN ROOM 104, AND EQUIPMENT ROOM 103. WHERE POSSIBLE MAKE CUTS UNDER NEW WALL LOCATIONS. DO NOT DISTURB EXISTING FOUNDATIONS. OP' • RECEIVED Cm' OF Room! e APR 2 g ?003 PERMIT CENTE c. f i 4 ► 1 JAMES STAPPER ARCHITECT AlA 4850 FOREST AVE S.E. MERCER ISLAND, WA (206) 236 -5910 Fax (206) 232 -7136 OPEN MRI at SOUTHCENTER 415 BAKER BLVD TUKWILA, WA 98188 N Iirrbr Die some FLOOR PLAN Neil 1 /4 "= I '-0'' 41 25,03 sr Rj► Dolawke dWien Ohms J A2.1 ►. , pEIrr SET Chodum1 Job Plraw I • I SCHEDULE SYhI EQUIPMENT QTY LOCATION MANUF MODEL DIM Othad.1) POWER REMARKS ©A LAZER IMAGER 1 HALLWAY 109 KODAK DRYMEW 8100 25Wx26Dx46H 120 VAC 320VA • © FIUA ILLUMINATOR (4 OVER 4) 1 READING 108 TECHUNE 627442 56Wx42H • © FILM ILLUMINATOR (3 OVER 3) 1 HALLWAY 109 TECHUNE 627332 42Wx42H • © PC 3 RECEPT 102, CONTROL 105 • © COPIER /FAX /PRINTER 1 RECUT 102, • F© CT SCANNER 1 CT SCAN 106 ® MRI SCANNER 1 MRI SCAN 104 0 ' . — ,„._ a.,—.0 - _ _. _ - .........,.. POWER AND COMMUNICATIONS PLAN SCALE 1/4" • 1' -0" • 0 I. KEY NOTES C THESE PLANS DO NOT SHOW THE SPECIFIC ELECTRICAL REQUIREMENTS FOR TTHE MR SCAN UNIT AND THE CT SCAN UNIT. REFER TO THE MANUFACTURER'S DOCUMENTATION AND THE ELECTRICAL PLANS FOR DETAILS. O VERIFY TENANT'S POWER REQUIREMENTS AT TELEPHONE CLOSET O MAIN BUILDING TELEPHONE PANEL TO BE MOWED TO NEW TELEPHONE CLO SET. MODIFY BUILDING SERVICE CABLES AS REQUIRED, AND INSTALL NEW CABLES TO TENANT TELEPHONE PANELS IN EACH SUITE. • DEMOLITION NOTES 1. CONTRACTOR TO PROVIDE BIDDER DESIGN FOR CIRCUIT LAYOUT, FURNISH ELECTRICAL PLANS FOR REVIEW, AND OBTAIN ALL PERMITS. 2. ALL VOICE AND DATA WIRING TO BE PROVIDED AND INSTALLED BY TENANT'S VENDOR. CONTRACTOR TO PROVIDE MUD RINGS AND PULL WIRES IN NON INSULATED WALLS, AND CONDIUT IN INSULATED WALLS TO CEIUNG. 3. ALL RECEPTACLES TO BE INSTALLED AT 18" AFF. UNLESS NOTED OTHERWISE. 4. CONTRACTOR TO SURVEY DUSTING POWER SOURCES FOR THIS LOCATION AND CONFIRM THE AVAILABILITY OF SUFFICIENT POWER FOR THIS FACI J1Y. 5. CONTRACTOR TO PROVIDE BIDDER DESIGN FOR ARE DETECTION MID NOTIFICATION SYSTEM. PROVIDE PLANS TO TENANT FOR APPROVAL AND OBTAIN ALL PERMITS. 6. ALL RECEPTACLES, SWITCHES AND COVER PLATES TO BE IVORY. 7. REFER TO EQUIPMENT SCHEDULE A6.1 FOR EQUIPMENT DESIGNATIONS AND ELECTRICAL REQUIREMENTS. 8. DIMENSIONED RECEPTACLES TO BE LOCATED AS NOTED. ALL NON — DIMENSIONED RECEPTACLES TO BE LOCATED WITHIN 6' OF SCALED DISTANCE. • RECEIVED CITY OF TiM�nn� e APR 2 ?0ft? PERMIT CENTE 1 1 / JAMES STAPPER ARCHITECT AIA 1 4850 FOREST AVE S.E. MERCER ISLAND, WA (206) 236 Fax (206) 232 -7136 1 OPEN MRI at SOUTHCENTER 415 BAKER BLVD TUKWI� WA 98!88 N n 11 OssolpladRrMiout �TM Pain PLAN MOM Orr 4125/03 1t 4Pu 1 / SP OMMUNICATION5 PLAN 1/4"- I'-O'' Onm CMrIM Ab M1rir ahrA Nwirr I X03 - 1?.s" A3.1 PERM SET • • • • I r P2) ELEC RECPT. CLOSET TEL 114 I EQUIPMENT 1 103 1 REFLECTED CEILING PLAN SCALE 1/4" - 1' -0" WAITING • 1 RI SCAN 44 104 I 9 CONTROL 1 105 CT SCAN f 106 I OFFICE 107 I READING HALLWAY 1 109 oi AO ort orea ctio ot 2 � ` °03 LIGHTING NOTES 1. ALL LIGHTING AND SWITCHING TO COMPLY WITH WASHINGTON STATE ENERGY CODE. 2. ALL SWITCHING SHALL HAVE OCCUPANCY SENSORS. 3. PROVIDE ILLUMINATED EXIT SIGNS PER PLAN. 4. PROVIDE EMERGENCY PATHWAY UGHTING PER CODE REQUIREMENTS. 5. SPECIFIED UGHT MANUF AND MODEL ARE INTENDED AS A GUIDE FOR FINAL PRODUCT SELECTION BY THE BIDDER DESIGN ELECTRICAL SUBCONTRACTOR. 6. ALL INCADESCENT UGHTS TO BE CONTROLLED BY DIMMER SWITCHES LIGHTING CALCULATIONS TENANT SPACE AREA SUBJECT TO LIGHTING BUDGET AREA EXEMPT PER 1512.1.1 UGHTING SUMMARY FOR NON EXEMPT AREA 1 2X4 FL FIXTURES 6 2X2 FL FIXTURES 11 COMPACT FL CAN UGHTS 2 INCAD. CAN UGHTS 2 SHOP UGHTS 2 WALL SCONCES TOTAL WATTAGE 89 WATTS EA. 59 WATTS EA. 34 WATTS EA. 75 WATTS EA. 40 WATTS EA. 34 802 SQ. FT 1128 SQ. FT ea WATTS 354 WATTS 374 WATTS 150 WATTS 80 WATTS 70 WATTS 1017 WATTS TOTAL ALLOWABLE WATTAGE 1128 SQ. FT • 1.0 WATTS PER SF 1128 WATTS UNDER MAXIMUM WATTAGE 11 WATTS AFIRE PROTECTION NOTES 1. PROVIDE FIRE ALARM AND NOTIFICATION SYSTEM AS REQUIRED BY STATE AND LOCAL CODES AND THE UNIFORM FIRE CODE. 2. FIRE ALARM AND NOTIFICATION SYSTEMS TO BE BIDDER DESIGNED AND SUBMITTED FOR REVIEW AT A LATER DATE. CEILING NOTES 1. EXCEPT AS NOTED, REMOVE EXISTING CEIUNG TILE AND GRID AND INSTALL NEW GRID AND TILES PER SPECIFICATIONS 2. ACOUSTICAL CEIUNG SUSPENSION SYSTEM TO BE INSTALLED PER UBC STANDARD 47.1809, AND BRACED LATERALLY WITH COMPRESSION POSTS PER UBC STD 47.1812 E. 3. NO CEILING TO BE INSTALLED IN ROOM 103 APR 2 �r • CITY OF Too af—I P EWIT C*41p, 1 / 1 ► 1 JAMES STAPPER ARCHITECT AIA • 4850 FOREST AVE S.E. MERCER ISLAND, WA (206) 236-5910 Fax (206) 232 -7136 OPEN MRI at SOUTHCENTER 415 BAKER BLVD TUKIMLA, WA 98188 • • IMMTMI SIGN 114'- I'-O' Deopumi SIM Wait ?f)f? 9y DercardRNiiorr REFLECTED CEILING PLAN Ommn '503 MOW A4.1 • • 4 PERM SET JO WON / • I LIGHT FIXTURE SCHEDULE SYM FIXTURE TYPE MANUF MODEL. # WATTS 0 2X4 DEEP CELL PARABOUC EXISTING 89W 0 2X2 DEEP CELL PARABOUC METALUX 2EP3AX SERIES 59W 0 COMPACT FLUOR. DWN LT HALO H286 HPL -277 34W 0 INCADESCENT. DM LT HALO 4" RECESSED CAN 40W 0 INCADESCENT. D1 LT H7T / 405 TRIM 75W 0 INCADESt NT. MRI KIRUN RR60731 200w 0 FLOUR. WALL SCONCE RR60731 34W r P2) ELEC RECPT. CLOSET TEL 114 I EQUIPMENT 1 103 1 REFLECTED CEILING PLAN SCALE 1/4" - 1' -0" WAITING • 1 RI SCAN 44 104 I 9 CONTROL 1 105 CT SCAN f 106 I OFFICE 107 I READING HALLWAY 1 109 oi AO ort orea ctio ot 2 � ` °03 LIGHTING NOTES 1. ALL LIGHTING AND SWITCHING TO COMPLY WITH WASHINGTON STATE ENERGY CODE. 2. ALL SWITCHING SHALL HAVE OCCUPANCY SENSORS. 3. PROVIDE ILLUMINATED EXIT SIGNS PER PLAN. 4. PROVIDE EMERGENCY PATHWAY UGHTING PER CODE REQUIREMENTS. 5. SPECIFIED UGHT MANUF AND MODEL ARE INTENDED AS A GUIDE FOR FINAL PRODUCT SELECTION BY THE BIDDER DESIGN ELECTRICAL SUBCONTRACTOR. 6. ALL INCADESCENT UGHTS TO BE CONTROLLED BY DIMMER SWITCHES LIGHTING CALCULATIONS TENANT SPACE AREA SUBJECT TO LIGHTING BUDGET AREA EXEMPT PER 1512.1.1 UGHTING SUMMARY FOR NON EXEMPT AREA 1 2X4 FL FIXTURES 6 2X2 FL FIXTURES 11 COMPACT FL CAN UGHTS 2 INCAD. CAN UGHTS 2 SHOP UGHTS 2 WALL SCONCES TOTAL WATTAGE 89 WATTS EA. 59 WATTS EA. 34 WATTS EA. 75 WATTS EA. 40 WATTS EA. 34 802 SQ. FT 1128 SQ. FT ea WATTS 354 WATTS 374 WATTS 150 WATTS 80 WATTS 70 WATTS 1017 WATTS TOTAL ALLOWABLE WATTAGE 1128 SQ. FT • 1.0 WATTS PER SF 1128 WATTS UNDER MAXIMUM WATTAGE 11 WATTS AFIRE PROTECTION NOTES 1. PROVIDE FIRE ALARM AND NOTIFICATION SYSTEM AS REQUIRED BY STATE AND LOCAL CODES AND THE UNIFORM FIRE CODE. 2. FIRE ALARM AND NOTIFICATION SYSTEMS TO BE BIDDER DESIGNED AND SUBMITTED FOR REVIEW AT A LATER DATE. CEILING NOTES 1. EXCEPT AS NOTED, REMOVE EXISTING CEIUNG TILE AND GRID AND INSTALL NEW GRID AND TILES PER SPECIFICATIONS 2. ACOUSTICAL CEIUNG SUSPENSION SYSTEM TO BE INSTALLED PER UBC STANDARD 47.1809, AND BRACED LATERALLY WITH COMPRESSION POSTS PER UBC STD 47.1812 E. 3. NO CEILING TO BE INSTALLED IN ROOM 103 APR 2 �r • CITY OF Too af—I P EWIT C*41p, 1 / 1 ► 1 JAMES STAPPER ARCHITECT AIA • 4850 FOREST AVE S.E. MERCER ISLAND, WA (206) 236-5910 Fax (206) 232 -7136 OPEN MRI at SOUTHCENTER 415 BAKER BLVD TUKIMLA, WA 98188 • • IMMTMI SIGN 114'- I'-O' Deopumi SIM Wait ?f)f? 9y DercardRNiiorr REFLECTED CEILING PLAN Ommn '503 MOW A4.1 • • 4 PERM SET JO WON / • I IIEMI SYM MANUFACTURER/ MATERIAL PRODUCT IDENTIFICATION REMARKS CEIUNG TILE AC -1 ARMSTRONG SECOND LOOK FURNISH 3% OVERAGE FOR BUILDING STOCK P —LAM PL -1 PL-2 M -1 MANUF: PIONITE MANUF: PIONITE MELAMINE NUMBER: TRO NAME: TBD NUMBER: TBD NAME: TBD WHITE CABINET PULLS 4" WIRE PULLS US 26D BRUSHED CHROME V ELEC CLOSET SYNTHETIC HARDWOOD FLOOR AITING FINISH PLAN SCALE 1 /e - WAITING MRI SCAN 1 104 I SCHEDULE CONTROL j 105 1 CT SCAN ITEM TILE FLOOR CARPET BASE VCT VINYL DOORS SYM MANUFACTURER/ MATERIAL. T -1 STYLE: TBD COLOR: MD TBD TBD SERIES: TBD TBD SERIES: TBD 180 SERIES: TBD TBD C -1 B -1 VCT -1 VCT -2 VCT -3 DOORS .IAMBS PAINT WALL COVERING P -1 P -2 P -3 WC -1 MANUF: DALTILE TYPE: PORCELAIN 12x 12 TBD MANUF: ROPPE STYLE: 4" COVED RUBBER MANUF: STYLE: MANUF: STYLE: MANUF: STYLE: TBD TBD TOO TBD TBD TBD PLAIN SUCED RED OAK WELDED HOLLOW METAL SHERWIN WILLIAMS SHERWIN WILUAMS SHERWIN WILLIAMS TOD PRODUCT IDENTIFICATION STYLE: TBD COLOR: TBD STAINED: PAINTED P -2 TOD TOO TBD FINISH REMARKS GROUT: POLYBLEND TBD INSTALLATION: DIRECT GLUE EGGSHELL SEMI —GLOSS EGGSHELL TOO OFFICE 1107 READING I ,08 1 HALLWAY 1 109 FINISH NOTES 1. DISPOSE OF ALL MATERIALS IN AN APPROVED MANNER. ALERT OWNER IF LATERALS POTENTIALLY CONTAINING HAZARDOUS MATERIAL ARE ENCOUNTERED. 2, INSTALL VCT AND SYNTHETIC WOOD FLOOR PRIOR TO INSTALLATION OF CASEWORK. of 041 Orl MA y 29 "" I>DbiPiZS"' _RECENED MwiR CITY OF tUKWr• APR 2 R ?nnl PERMIT cEN • hoonowek ► • • • • JAMES STAPPER ARCHITECT AIA ► 4850 FOREST AVE S.E. MERCER ISLAND, WA (206) 236-5910 Fax (206) 232 -7136 4 OPEN MRI at SOUTHCENTER 415 BAKER BLVD TUKWILA WA 96188 avo ► BwtT� MON FINISH PLAN alb 1/4 I Ole 4/25/03 Mow Di B, Dualplkattliirislons num MOM SIR A5.1 • PERMf sit r 4 HARDWARE SPECIFICATIONS TOILET ACCESSORY SCHEDULE SYM ITEM MANUF MODEL # NOTES (\ RECESSED SEAT COMER DISPENSER DO RlOK 3013 GERBER MONTICELLO 12 -454 DELTA i ‘--I RECESSED TOILET TISSUE DISPENSER 8011RICK 94111111 17 "x22 "x10" SINGLE COMP. STAINLESS STEEL SINK W 3 HOLES ON 4" CENTERS. DECK- MOUNTED FAUCET W/ SWINGING GOOSENECK SPOUT W/ AERATOR, CHROME PLATE. ADA APPROVED BLADE HANDLES O SURFACE MOUNTED SAN TARP NAPKIN DISPOSAL MOOR= B-270 P -4 0 GRAs M 80SRICK 84e137 ,O E TO :L DID/ SOSRICK San C) SEMI-RIECESSED IIMAETE ISCEP?IIOLF SOeRICK x3.4411 o *S1�. 0 STAINLESS STEEL SHELF O NWVKJf NATH sTA IA $1WlJ. FRAME SO�dCK i�10 0 . o ROSE NOOK 110191C1C 94112 O KW DISPOSIER 8O81IICK 040 HARDWARE SPECIFICATIONS BUTTS LOCKSETS CLOSER KEYING STANLEY 4-1/2 X 4 -1/2 1-1/2 PAIR PER DOOR SCHLAGE D SERIES X SPARTA LEVER HANDLE CYLINDRICAL LOCKSET LCN SCHLAGE GREAT GRAND MASTERKEY SYSTEM HARDWARE GROUPS HW -1 HW -2 HW -3 HW -4 HW -5 1 1/2 PR BUTTS 1 EA PASSAGESET 1 EA WALL STOP 3 EA SILENCERS 1 1/2 PR BUTTS 1 EA PASSAGE SET 1 EA WALL STOP 3 EA SILENCERS 1 EA CLOSER 1 1/2 PR BUTTS 1 EA PRIVACY LATC1 1 EA WALL STOP 3 EA SILENCERS 1 1/2 PR BUTTS 1 EA LOCKSET 1 EA WALL STOP 3 EA SILENCERS 2 PR BUTTS 1 EA PASSAGE SET LEADLINED 1 EA WALL STOP 3 EA SILENCERS HW -6 HW -7 HW -8 HW -9 - - 1 1/2 PR BUTTS 1 EA LOCKSET 1 EA CLOSER 1 EA WALL STOP 3 EA SILENCERS BLDG STD TENANT ENTR HARDWARE PACKAGE 3 PR BUTTS 1 EA LOCKSET 2 FLUSH BOLTS 2 EA WALL STOP 3 EA SILENCERS 3 PR BUTTS 1 EA PASSAGE SE 2 FLUSH BOLTS 2 EA WALL STOP 3 EA SILENCERS PLUMBING FIXTURE SCHEDULE MARK ITEM MFR: MODEL DESCRIPTION P -I WATER CLOSET w TBD FLUSH VALVE BEMIS 1955C TOILET SEAT FLOOR MOUNTED FLUSH VALVE COLOR MMITE ADA P -3 LAVATORY FAUCET GERBER MONTICELLO 12 -454 DELTA WALL HUNG COLOR WHITE LEVER HANDLE MIXING VALVE FAUCET P-3 UTILITY SINK FAUCET ELKAY DLR 1722 -10 ZIJRN Z -871 C4 17 "x22 "x10" SINGLE COMP. STAINLESS STEEL SINK W 3 HOLES ON 4" CENTERS. DECK- MOUNTED FAUCET W/ SWINGING GOOSENECK SPOUT W/ AERATOR, CHROME PLATE. ADA APPROVED BLADE HANDLES P -4 EYEWASH HAWS 8903 HOSE SPRAY DECK MID 4 DOOR LEGEND DOOR TYPES SOLID CORE SOLID CORE FLUSH DOOR FLUSH DOOR/ VISION PANEL 12 "x30" GLASS A B C 101 WAITING 102 RECEPTION 103 104 MRI SCAN 105 EQUIPMENT CONTROL 106 CT SCAN 107 OFFICE 108 READING 109 HALLWAY 110 CHANGING 111 TOILET 112 SUB -WAIT ROOM NAME LOOR 113 ELECT. CLOSET 114 TEL. CLOSET CPT VCT CPT VCT CPT CPT CPT CPT TILE CPT VCT VCT MAT FIN MAT FIN MAT FIN MAT FIN MAT FIN MAT FIN MAT FIN HT C -1 RESIL B -1 VCT -1 RESIL B - - RESIL B -1 C-1 RESIL B -1 T _ t RESIL B -1 • ASE W. WALL 1J. WALL E. WALL S. WALL 'CEILING C -1 RESIL 8 -1 C -1 RESIL B -1 C -1 RESIL 8 -1 T- 2 TILE T -2 C -1 RESIL 8 -1 VCT -1 RESIL 8 -1 VCT -1 RESIL 8 -1 ROOM FINISH SCHEDULE GWB WC -1 GMIB WC--1 OW WC -1 OVA/ WC -1 ACT. AC •1 9' PAVERS T -1 RESIL B-1 OM WC - GM WC - GM WC - GWB WC - ACT. AC -1 9' INC -1 AT SOFFIT ABOVE COUNTER GW8 PT • 1 GMT PT -1 OS PT -1 GI9 PT -1 ACT. 1 v " .:' 3► GW8 WC -2 GM WC -2 GM WC -2 GVIII WC -2 ACT. A : 9' - 7" GWB WC -1 GW8 WC -1 GM WC -1 GW8 PT -1 ACT. AC -1 9' GW8 WC • 4 GW8 WC -4 GM NC -4 MI WC -4 ACT. ABC : i 9' -6" OVA TO BE LEAD UNED GW8 PT -1 OVA PT •1 GW8 PT •1 GW8 PT -1 ACT. AC -1 8' GM; PT -1 GM PT •1 GW8 PT -1 GM PT -1 ACT. AC -1 9' GW8 WC -1 GYM WC -1 GM 16C -1 ACT. AC -1 9' C -1 RESIL B -1 GW8 V-2 GM WC -2 EXIST WC -2 GM WC -2 ACT. AC -1 9' GW8 WC -1 GW8 WC -1 GW8 WC -1 GWB WC -1 ACT. AC -1 9' *CERAMIC TILE WAINSCOT W/ WC ABOVE - SEE ELEVATIONS GYM WC -1 GWB WC -1 GW8 WC -1 G•8 WC -1 ACT. AC -1 9' GW8 PT -1 GW8 PT -1 GWB PT -1 MS PT -1 ACT. AC -1 GWB PT -1 GWB PT -1 GYM PT -1 GWB PT -1 GWB w PT -1 NO CEILING 1 -HOUR RATED CEILING BELOW STAIR • DR# LOCATION 101 WATING 101 103 EQUIPMENT 103 104 MRI SCAN 104 105 CONTROL 105 106 CT SCAN 106 107 OFFICE 107 108 READING 108 109 HALLWAY 109 110 TOILET 111 111 CHANGE 113 ELECT. CLOSET 114 TEL, CLOSET 36 "x84" 36 "x84" OPENING DOOR SCHEDULE DOOR FRAME WOOD ; STAIN WOOD STAIN WOOD STAIN WOOD STAIN STAIN • STAIN • WOOD STAIN • WOOD STAIN HM PAINT • HM PAINT • STAIN • STAIN • PAINT • EXISTING STOREFRONT ENTRANCE DOOR POOR & HARDWARE BY SHIELDING CONTRACTOR /�� R'ECEivFO kA ♦ OF T , 1(1A/r. APR 2 R a9r‘ PERMIT r, I 4 I 4 I 4 ► 1 ► JAMES STAPPER ARCHITECT AlA 4850 FOREST AVE S.E. MERCER ISLAND, WA (206) 236-5910 Fax (206) 232 -7136 • / OPEN MRI at SOUTHCENTER 415 BAKER BLVD TUKWILA, WASHINGTON • lipml Dr 4/25103 Aiwa BY SIM Win REGISTERED TEO' L � ai WAINUMTON SCHEDUIFS A6.1 DON1101011d R�MMoir Dom Choded Job NNW, A PE SET 1 p • FWD PANEL SCALE 1/4'- 1'-0' o . % r r s Msssss V S. r �, 6464 .� ■,. 5 i � r �• r RECEPTION RECEP11ON READING 108 SCALE 1/4"g• 1'--O" XIMMINIOPIOMMISMONIMII lots I/4'• I' • FILLER PANEL TO CEuNo mem END PANEL. P•LAM CTR. &SPUSH 4.OMER 4 LLUMNATOR arc. iI .. "...,.,.. •.'.1110 6411. '4' 4 EQUAL SPACES A / A / \ / \ _ 7 7_ \ / \ / \ 7 "Q' 1.1..E_1_ / \ / / SCALE 1/4'• 1' -0" SCALE 1/4'9 HALLWAY 109 CHANGING OUTSIDE FRYE PR VDE 24° CLEAR MINIMUM SW CLEARANCE 'Rr WINDOW BY SHIELDING SUPPUER PI.IW LOCKERS W/ LOCKING DOORS MN NUMBER PLAITS (TIIP) P-LAM DENcH SEAT (RADIUS FRONT EDGE) r FILTER PAM1 L_ J - uE OF G ASS • NOTE ALL ACCESSORIES TO EE INOUNTID N ACCORDANCE WIN VIRC ST-40 ■. w. ......,�..,...�,............... _. - 6464..... » -....� �...,........... • OPEN ri - -- � II CONTROL SCALE 1/4 • V--0" TACK SURFACE KNEE SPACE IP RECEPTION WAITING SCALE 1/4"• 1'-0' SCALE 1/4"• 1'-0" MST. BCTERIC4t WINDOW WE OF CLASS PULLOUT PLEXIGLAS DIVIDERS 'RF' WINDOW BY SHIELDING SUPPUER SEE ELEV MA7.1 FOR DUAM. ..1. , ... , ..,...4, TILE WAINSCOT SEAT COVER LSE OFT RECESS MODESTY WPM AT - ir / / / / / / t LEAD LINED WINDOW 4 ORpa BARS 906R= Ss" WATER CLOSET T1E 1OE (KICK CM Of PAPPROV MAI 2 9 ma � ri�ttU TILE WAINSCOT WKS 01SPOSAL 42 OMAI WAR TOLE1 PAPER DISPENSER • WOOD TM TOWEL W. 4 cnY� E APR 28 ?Oti wirliomma .ANNI■l1 ► JAMES STAPPER ARCHITECT AIA ► 4850 FOREST AVE S.E. MERCER ISLAND, WA (206) 236 -5910 Fax (206) 232 -7136 • OPEN MRI at SOUTHCENTER 415 BAKER BLVD TUKWIL WA 98186 eee Maim ow ► Shod INTERIOR ELEVAT1ON5 Soli 114' - I'4? DOOM By Di alpIkad 01 11 Dir 425/2003 mew ISSIINI141 AWN: ► 7.1 ► 4 PERM SET 64,,11,. 4 n ..n ...r•.•.n. «^.ns�...o SCALE 1/! • 1'—r I/I' • f—a' EXISTING TRUSS SYSTEM SEE BUILDING CORE AND SNELL STRUCTURAL PLANS ATTACH 25 GA TOP 1RACK TO EA TRUSS W/ (2) is SHT MIL SCREWS SUSPENDED ACOUSTICAL TILE CEIUNG INSTALLED PER UDC STD 47.1809 AND BRACED LATERALLY AND VERTICALLY PER UDC STD 47.1812E FULL THICKNESS SOUND ATTUATION BLANKETS AT AU. WALLS 3 5/8" 25 GA METAL STUDS • 16" O.C. ONE LAYERS 5/8" GW1 EACH SIDE IMBED BOTTOM TRACK IN CONTINUOUS CALK BEAD EXISTING CONC FLOOR SLAB WALL SECTION — TYPICAL WALL PARTITIONS PARALLEL FLOOR TRUSSES TO BE BRACED AT T0' TO STRUCTURE ABOVE W/ MIN 2 1/? 25 CIA STUD (2) 8d SHEET MTL SCREWS ATTACH 25 GA TOP TRACK TO BOTTOM CHORD OF TRUSS WITH (2) 86 SIT METAL SCREWS SUSPENDED ACOUSTICAL TILE CEIUNG INSTALLED PER UDC STD 47.1809 AND BRACED LATERALLY AND VERTICALLY PER UBC STD 47.1812E FULL THICKNESS SOUND ATTUATION BLANKETS AT ALL WALLS 3 5/8" 25 GA METAL STUDS 0 16" O.C. ONE LAYERS sir GWB EACH SIDE IMBED BOTTOM TRACK RI CONTINUOUS CALK BEAD EXISTING tONC noon SLAB W'LL. SEC1ION — TYPICAL WALL 1. #12 GA VERTICAL WIRE AT 24" O.C. ATTACH TO STRUCTURE ABOVE PER UBC RIGID cONDUrr AT 12' O.C. FOR COMPRESSION POSTS — 012 GA SPLAY WIRE BRACING IN PLANE OF EACH RUNNER. ATACH TO STRUCTURE ABOVE RADIATION PROTECTION: X —RAY PROTECTION: MANUFACTURER: UNIVERSAL SHIELDING (631) 667 -7900, OR APPROVED. PRODUCTS: LEAD LINED GYPSUM WALL BOARD, LEAD SHEETS, LEAD BUTTONS, LEAD UNED HOLLOW METAL FRAMES, AND ASSOCIATED ITEMS REQUIRED TO COMPLETE THE INSTALLATION, STANDARDS: CONFORM TO APPLICABLE NATIONAL BUREAU OF STANDARDS HANDBOOK AND NATIONAL COUNCIL ON RADIATION PROTECTION REPORTS. LEAD: 99% VIRGIN LEAD, FREE FROM DROSS. NOTE: LEAD SHIELDING SHALL BE 7' -0" TALL WITH 1/2" OVERLAP AT SEAMS. ALL DOORS AND WINDOWS INCLUDING FRAMES, MUST BE THE SAME LEAD EQUIVALENT AS THE WALLS THEY ARE WITHIN. ANY COMPROMISE OF THE BARRIER, SUCH AS ELECTRICAL BOXES REQUIRES LEADING OF THE BACKS TO MAINTAIN SHIELDING. INSTALL LEAD BUTTONS AT ALL SCREW OR FASTENER PENETRA (IONS. ** NOTIFY SHIELDING PHYSICIST 7 DAYS PRIOR TO COMPLETION OF LEAD INSTALLATION TO ARRANGE INSPECTION AND TESTING PRIOR TO INSTALLATION OF 2ND LAYER OF GYP. BD. MIDWEST RADIATION CONSULTANTS, INC 9 WEST SHORE ROAD NORTH OAKS, MN 55127 (612) 863 5171 e w SEE FLOOR PLAN FOR PARTITION TYPE RF SHIELDING AND WINDOW BY RF SHIELDING SUPPLIER CONTINUOUS SEALANT AROUND ENTIRE PERMI TER EA. SIDE (TYP.) 3/4" THICK HARDWOOD TRIM, MITER ALL OUTSIDE CORNERS (TYP.) PLAM SILL 6 (2) 2 x 10 SEE FLOOR PLAN FOR PARTITION TYPE THRESHOLD BY RF SHIELDING SUPPLIER. EXPANSION JOINT MATERIAL ..� _... ` �� iitftift WI? AGM PlITACI I ( � \ \ \ \ \\. ; vv /' MINNA NININNIsr \s' PrlArC .11/AtiA NRI ECM SIDE SEE FRAME T1fPE kl DETAIL © RF CONTROL WINDOW JAMB NOTE: HOLD 1/8" MIN GAP BETWEEN RF SHOWING AND HARDWOOD TRIM (TYP.) FedWaySect008.dwg 1 1/2" = 1' -0" SEE FLOOR PLAN FOR PARTITION TYPE a lf ---N ■ COVER BY GE w ,, t' %J///////// / /////// JJ!/ rJJJ ////// / / /! //// / / //M YJ, , / M RI EXAM SIDE WTI IMIL OPEN IMDTH AND VENDOR MRI EQUIPMENT T PER MAGNET 'WINGS LAW OPEN WIDTH AND HEIGHT PER MAGNET VENDOR DRAWINGS SHIELDED WALL PANEL BY cov�a �JBY GE DETAIL @ RF PENETRATION PANEL FedWaySect008.dwg 2 x 10 HEADER WITH 1/2" PLYWOOD SPACER BETWEEN SEE FLOOR PLAN FOR PARTITION TYPE 3/4" THICK HARDWOOD TRIM, MITER ALL OUTSIDE CORNERS (TYP.) RF SHIELDING AND WINDOW BY RF SHIELDING SUPPLIER 3/4" THICK HARDWOOD TRIM, MITER ALL OUTSIDE CORNERS (TYP.) RF SHIELDED DOOR AND FRAME BY RF SHIELDING SUPPUER. SEE ROOM FINISH SCHEDULE FLOOR FINISH SHIELDED FLOOR BY RF SHIELDING SUPPUER. EXISTING CONCRETE SLAB NEW CONCRETE SLAB SEE FLOOR PLAN FOR PARTITION TYPE W CONTINUOUS SEALANT AROUND ENTIRE PERMITER E EA. SIDE (TYP,) RF SHIELDING _SUPPLIER DETAIL RF CONTROL WINDOW A8.2 FedWaySect008.dwg 1-1/2" = 1' -0" 9 DTL RF DOOR HEAD Sc SILL A8.2 FedwaySectOO8.dwg 1 -1/2" = 1' -0" 6 FIG. A FIG. C 3 \• CORNER SEE F (0-1 L ALL srnIrs LEAD UNED GYP. BD PANEL 3/4' THICK HARDWOOD TRIM, MITER ALL OUTS CORNERS (TYP.) PARTITION 2 x BLOCKING ANGLE BY RF SHIELDING SUPP SEE FLOOR PLAN FOR RF SHIELDED DOOR AND FRAME BY RF SHIELDING SUPPUER. WOOD STOP BY RF SHIELDING SUPPUE ' . FIG. 1 WRAP ALL CABLES, WIRES ETC. PROTRUDING FROM BOX WITH LEAD C C 1. ATTACH JOINT STRIPS TO STUDS 2. SCREW GYP. BD. TO STUDS THRU TABS (SEE FIG.S 1, 2, 3 BELOW) 3. BE SURE TABS ARE IMBEDDED IN GYP. BD. SO NORMAL TAPING & SPACKLING CAN OCCUR THIS PORTION OF LEAD MUST OVERLAP LEAD ON INSIDE OF STUD ‘'% . ,- •- .. �� l • or • -., ... ...r Ili FIG. 2 TYP RAD PROTECTION DETAILS EQ-WALLNS OVERLAP SHEETLEAD W/ GYP. BD. BY MIN. 1" LEAD WRAPPING MUST EXTEND BEYOND POINT WHERE A DIRECT UNE OF SIGHT INTO THE ROOM IS IMPOSSIBLE THIS PORTION OF SHEETLEAD TO BE FOLDED OVER OR UNDER BOX OVER - LAPPING ALL FOLDS ALT METHOD WHEN ATTACHING BOX ATTACH LEAD AT SAME INSTANCE LEAD LINED GYP. BD. 1r INTERMEDIATE JOINT STRIPS NOTE: THESE DETAILS APPLY TO ALL PENETRATIONS IN LEAD UNED WALLS TYP. RAD PENETRATION DETAILS MET FIG. 3 NOT TO SCALE I 1 FIG.D THIS LENGTH APPDX. EQUALS HEIGHT OF OPENING EQ -WALLNS NOT TO SCALE •1. r, 113N1W 414I 7 1UI - v■��.�r.i■r.S I ry MINIM / 111 1^ math" 1= V i EMIONIIIININE IOW FedWoySsct00d.dwg WAY PARI EXAM SIDE DETAIL @ RF DOOR JAMB QF 040 2 9 "1 spy 1 -1 /2" _ 1• -0" bO'b I ' APR 2 R 7 001 PE■wi q 1 1 1 / JAMES STAPPER ARCHITECT AIA 4850 FOREST AVE S.E. MERCER ISLAND, WA (206) 236-5910 Fax (206) 232 -7136 OPEN MRI at SOUTHCENTER 415 BAKER BLVD TuKmn WA setae awe Number Die SWIM, By Drrcoip/ortd&Won Bab NOW d4 SWM 16r CITY OF UKw a RF Sg1IELDING DETAILS Dean Orr 25/03 Ceded A8.1 ► ► PERM sir Jabllwrrr ► 1 / (2) FIXWD P -LAM SHELVES ALL EXPOSED TO BE P -LAM 10"x 18" OPENING IN P -LAM TOP. UNE OPENING WITH P -LAM V P -LAM DOOR SOILED UNIN CART (NIC) r I SCALE 1 " -1' -0" 2' -0 ..- ..we".sw°o... a .rw s i+y a 1• CABINET SECTION CABINET SECTION MILLWORK NOTES: CHROME COAT ROD P -LAM DOOR FIXED SHELF CHROME COAT ROD P - LAM ---- -� DOOR BASE AS SCHEDULED SCALE 1" - 1' -0" EQ. 2' r HARDWARE FOR MILLWORK: 1. SHELF STANDARDS AND SUPPORTS: MULTIPLE DRILLED HOLES FOR STEEL PINS SHALL BE USED AT ADJUSTABLE SHELVES IN CABINET WORK. 2. DRAWER SLIDES: ACCURIDE 3832, WHITE FINISH, 100 LB. CAPACITY OR EQUAL. FILE DRAWER SLIDES: ACCURIDE 3017, FULL EXTENSION, 100 LB. CAPACITY OR EQUAL, WITH WHITE FINISH. EQUIP ALL FILE DRAWERS WITH PENDAFLEX FILE SUSPENSION RAILS. 3. HINGES: HINGES SHALL BE STEEL, GRASS 3903 SERIES OF EQUAL, SELF CLOSING, 165 DEGREE SWING. 4. DOOR AND DRAWER PULLS: 3 1/2" WIRE PULLS, CONTRACTOR TO SUBMIT COLOR OPTIONS. 5. EDGING: HIGH PRESSURE PLASTIC LAMINATE SURFACING ON BACKS AND PVC, ON EDGES TO MATCH FACE LAMINATE ON ALL LAMINATE FACED DOORS AND DRAWER FRONTS AND EXPOSED SHELVING. EDGING 1 mm PVC, MACHINE APPLIED WITH HOT MELT ADHESIVES. ALL INTERIOR SHELVING TO BE EDGED WITH PVC TO MATCH INTERIOR 6. t 5FT6MMET: DOUG MOCKETT & CO., INC., "SG" SERIES OR EQUAL, PROVIDE WHERE SHOWN ON DRAWINGS - COLOR AS SELECTED BY ARCHITECT OR EQUAL. 7. PROVIDE FIXED PLASTIC LAMINATE SOFFITS ABOVE CABINETS (MATCH CABINET LAMINATE), WHERE SHOWN ON DRAWING. OUTSIDE CORNERS SHALL BE MITERED. 8. COAT RODS: KNAPE & VOGT NO. 770 W/ FLANGES (NO. 734) 9. COAT HOOKS: AMEROCK AO 3460 26 (HDL 1- 800- 383 -1009) 10. MOISTURE RESISTANT SUBSTRATE: (AT COUNTERTOPS WHICH HAVE SINKS MOUNTED IN TOP AND AS NOTED ON DRAWINGS.) DURAFLAKE MR: MANUFACTURER: WILLIAMETTE INDUSTRIES, INC. ALBANY, OREGON (503) 928-3341. 11. WALL STANDARDS AND SHELF BRACKETS: KNAPE & VOGT #83 STANDARDS AND 1161 LL SHELF STEEL BRACKETS WITH ANOCHROME FINISH. 12. ALL EXPOSED COUNTERTOP CORNERS SHALL BE RADIUSED SEE DETAIL A4-3/ 14. 13. PROVIDE MATCHING PLAN SNAP -ON PLUGS AT ALL INSIDE AND OUTSIDE EXPOSED SCREW HEADS. MILLWORK FABRICATION: 1. CABINET WORK SHALL BE FLUSH OVERLAY. 2. PLASTIC LAMINATE FILLER PANELS BETWEEN CABINET WORK AND WALL SURFACE SHALL BE ONE INCH MAXIMUM WIDTH. FWmiII_notes.dwg t 3MM EDGE BAND 3/4"x 1 2 1 ' HALF ROU TRIM 3/4-x 1 1 2" HALF ROUND HAMWOOD TRIM — a 3/4'x 1 1 2' HALF ROUND TRIM P -LAM COUNTER PAINTED STEEL KNEE BRACE 4' -0" MAX SPAN BETWEEN BRACES PROVIDE BACKING IN WALL AT KNEE BRACE LOCATIONS CABINET SEC11ON SCALE 1" = 1 — O " r- 1 —� ADJUSTABLE SHELF P -LAM DOORS • a I- ri SCALE 1" a 1' -0" • • • • • • • • • • • • • SEE PLAN • • • • • • • • • • • • • • • • • P -LAM TRANSACTION TOP 3/4 "x 1 1/2" HALF ROUND HARDWOOD TRIM 2'-0' 1 /r FABRIC WRAPPED TACK SURFACE 1 1/4 P -LAM TOP METAL BRACKET SEE ELEV. FOR LOCATIONS REMOVABLE P -LAM ACCESS PANEL RECESSED ELECT. OUTLET BASE AS SCHEDULED RECPT. STATION • N R O 4" P -LAM SPLASH P -LAM COUNTER & I SELF EDGE 4" WIRE PULL P -LAM CABINET UNITS WALL BRACKET SUPPORT AT EACH SIDE AND REAR SCALE 1" s 1 ADJUSTABLE SHELF DOOLRS —1 • • • • N CABINET SECTION SCALE 1" a 1' -0" 1 1/2' P -LAM BENCH SEAT W/ BULLNOSE EDGE BENCH SECTION 2'-0" 24" • • • • • • • • • • • • • • • • • • • • • • • • • • • N 4" P - LAM SPLASH k z P -LAM COUNTER SELF E DGE 1 N 4 " WIRE io PULL P -LAM DRAWER FRONT RESIUENT BASE s CO I of s o, / 4" P -LAMA SPLASH P -LAM COUNTER & SELF EDGE RESIUENT BASE ADJUSTABLE SHELF P -LAM DOORS CID .24 SCALE 1" - 1' -0" SCALE 1" : 1' 0" 24" 24" DRAWER DRAWER • • • • • • • • • • • • • DRAWER 1 1 1 7 - 1/4- CLEAR PLEXIGLASS DIVIDERS- EQ. SPACED. GRIND ALL EDGES SMOOTH CABINET SEC11ON • • • • • • • • • • • • • CABINET SECTION • N CO N N U) RECEIVED CITY o 7t1KWLA APR 2 8 ?003 PERMT CENTER 4 1 1 1 4 JAMES STAPPER ARCHITECT AIA 4850 FOREST AVE S.E. MERCER ISLAND, WA (206) 236 -5910 Fax (206) 232 -7136 I OPEN MRI at SOUTHCENTER 415 BAKER BLVD TuKw1Lnwa9e1ee Orr V By Dacifokad11441011 CABINET SECTIONS I I = 1 Orw1n 4125/03 OWN J11 Naar A8.2 w • I -'r 4 _1 i EDGE OF (N) SLAB EDGE OF (N) SLAB SCALE: 23' -4' 22'4 ± 4 7 ;Zrririir / r,.% r L_ 1 4 w 2' ' I EQ. t-- EQ. CONTRACTOR MUST VERIFY ALL EXISTING & NEW DIMENSIONS WITH ARCHBTECURAL DRWINGS AND IN THE FIELD BEFORE PROCEEDING WITH ANY WORK. L_ PARTIAL FOUNDATION PLAN � INDICATES NEW CHANCE HELICAL PIERS W/ A 20k CAPACITY (TOTAL OF 13). �— --- —L -, "T �s 2' 0'x2' - 6" DEEP CONT. PIE CAP 1'4 1 /4 " =1' —O' 4_ 1/32' EDGE OF (N) SLAB cao ail 14 FRP DOWELS • 2( O.C. PER J - L/S1 TYP. IAROUI4 (N) SLAB 12' CONC. SLAB W/ 14 ( EXTREN 500 FIBER GLASS REINF ORCED PLASTIC) • 12"O.C. EA. WAY TOP &BOT. (N) WALL PER ARCH. PLANS (E) S.O.G. (E) FTC. EXTENT OF EXCAVATION UNE USE EXTREME CARE. DO NOT DISTURB DOSING FOOTING. t OF GRADE BM. 1 14 FRP DOWELS x 11' -4' • 24' O.C. EMBED 4' INTO (E) SLAB W/ EPDXY GROUT 11.11P 11 N N - Ur „H 1 -- ICI I a e 17, ' 1 S LAB & SUPPORT .1/ 4 t OF GRADE BM. (N) sue PER raw i i l lil i i - (E) FWD. NILE (N) cWADE BEAM (N) PtE CAP PER C /S1 EXTENT OF EXCAVATION LIE USE EXTREME CARE. DO NOT DISTURB EXISTING FOOTING. (N) CHANCE HEUGIL PER PER PUN (N) GRADE BEAM PER G/S1 0 (N) SUB PER PLm (N) GRADE BEN (N) PILE CAP (N) PIE CAP EXISTING (N) ONCE HELICAL PER PER PIM 4 ° 4 • 4 4 v iD N SLAB & SUPPORT sou: (N) GRADE BEAM 1T 1 )11 ra uo (N) GRADE BEAM & PILE CAP (3) 14 EXTENN 500 FIBER GLASS RENRCED PLASTIC (FRP) CONT. (LAP 2'4 TIN.) TOP VAS • MID-SPAN AND BOT. BARS OVER PIES (2) /4 EXIREN500 FIBER GLASS REINFORCED PLASTIC (FRP) • 18' O.C. PROVIDE (4) 14 FRP • PILE LOCATION & EXTEND TO BOT. OF PILE CAP (3) 14 EXTRNN 500 FIBER GLASS REN•ORCED PLASTIC (FRP) EA. WAY FORMATION BRACKET BY OTHERS (N) CHANCE HELICAL PIER PER PLAN 0 ito (N) SLAB PER PLAN (N) CONT. GRADE BEAM (3) 14 WREN 500 FIBER GLASS RENIFRCED PLASTIC (FRP) CONT. (LAP 2'4 MINI.) TOP BARS • MID-SPAN MD BOT. BARS OVER PILES FONQATION BRACKET BY OTHERS (N) CHANCE HELICAL PIER PER PLAN 3/4= 1•-1x' 3 /(Tar -o' 1/4 =1 figNERALIMICI Lori; UNFORM BUILDING CODE (1997 EDITION) L ROOF: 25 PSF FLOOR: 50 PSF PARTITION: 20 PSF MM UNIT- 92k MW(. WEIGHT SQL; ALL MATERIALS AND WORKIIA C P SWILL CONFORM TO THE UN FORM BUILDING CODE AND STANDARDS, 1 197 EDITION, THE OR ICS, MD THE SPECIFICATIONS. THE DRAWINGS AND DESIGN ARE BASED ON A COMPLETED CONDITION. MY TEMPI►WRY BRACING AND SHORN REQUIRED UNTIL ALL STRUCTURAL CONNECTIONS NAYS BEEN COMPLETED IS THE RESPONSIMUTY OF DIE GENERAL CONTRACTOR. DRAWINGS INDICATE GENERAL AND MICA. OETAM.S OF CONSTRUCTION, WHERE CONDITIONS ARE NOT SPECIFICALLY 'INDICATED, BUT ARE OF A S&L* CONTACTOR TO DETAILS SHOWN, SAAR DUALS OF CONSTRUCTION SWILL BE USED SUBJECT TO APPROVAL 8Y TIE ARCHITECT & STRUCTURAL ENGI HER. DO NOT SCALE 1HE DRAWINGS. SIMBENCLAM CONTRACTOR SHALL BE RESPONSN LE FOR ALL REQUIRED SAFELY PRECAUTIONS AND THE METHODS, TECHNIQUES, AND SEQUENCES OF PROCEDURES REQUIRED TO PERFORM THE WORK. F ANY ERROR OR OMISSION APPEARS IN THESE DRAWINGS, SPECF1CAT1ONS, OR O1FER DOCUMENTS, THE CONTRACTOR SHALL HOMY THE OWNER IN MIR111NG OF SUCH 01/SSION OR ERROR BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL RESPONSCIUTY FOR THE COST TO RECTIFY SOME THE ENGINEER HMS NOT BEEN RENO TO PRO►V•E DESIGN AND /OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEMIS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM TIER WORK. REFER TO ARCHITECTURAL. DRAWINGS FOR OTHER WALLS, FINISHES AND Dom. SHOP DRAWING'S FOR FIBER GLASS REINFORCING SHALL BE SUBMITTED TO 1HE STRUCTURAL ENGINEER AND ARCHITECT FOR REVIEW OF DESIGN INTENT, PRIOR 10 FABRICATION OF THESE ITEMS. SUBMITTAL SHILL NCLLAE A MM(MUM OF ONE REPRODUCIBLE SET ANN) ONE SET OF COPES (TO OE RETAINED BY ENGINEER) FOR REYIEVI. ALL GRADE BEAMS MUST REST ON UNDISTURBED ORIGINAL EARTH OR COMPACTED STRUCTURAL. FI.L. FOOTING ELEVATIONS SHOWN ON DETAILS ARE MINIMUM M DNENSIONS. CONTRACTOR MUST VERIFY EXISTING COMMONS PRIOR TO STARTING WORK. BUESCEDSCUM CONCRETE SWILL WIVE THE FOLLOWING PROPERTIES: 28-DAY STRENGTH (fc): ALL STRUCTURAL CONCRETE fc = 2,500 Pei AR EHTRMN ENT 5 % -7 % FOR SLABS ON GRADE AND GRADE BEAMS, CONCRETE SLUTAP TO BE 3” MU PRIOR TO ADDITION OF ADMIXTURES AND S' MAX SLUMP AFTER ADDITION. CALGUU CHLORIDE MAY NOT BE USED. MAXIMUM NOMWNAL AGGREGATE SIZE SKI BE LIMITED TO 3/4, U.N.O. OR AS APPROVED 8Y THE ENGINEER. SUBMIT MIX DESIGN FOR REVIEW AND PROVIDE NOT LESS TIM 5 1/2 SACKS OF ( EYENT PER CUBIC YARD FOR ALL CONCRETE MD A MAXIMUM W/C 4.47. FLUSH MAY BE USED TO REPLACE UP TO A MOWN OF 15Z OF CEMENT BY WEIGHT. EIREAMIEWISIRAfigraft FIBERGLASS RENE'ORCED PLASTIC (FRP) SHALL BE WREN 500 OR BETTER PER THE STRONGwELL COMpMA% ALL FABRICATION AND CONNECTIONS SWILL BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OF EXTRNN FIBERGLASS STRUCTURAL. SHAPES 0616N IWI)AL, 1989 (REVISED 1994). EacLalnin ALL EPDXY EMBEDDED ITEMS CALLED OUT ON PIM SHALL BE HEJI HY -150 OR APPROVED EQUAL U.N.O. ALL EMBEDDED ITEMS SHALL BE INSTALLED PER THE EPDXY •NNJFAC'TURER'S RECOMMENDATIONS AND C80 REPORT ER -5193. SEEMBIEBNEtUBM __ MANCE HELICAL PERS BSCitin THESE/THIS DESIGN, DRAWING'S ARE/IS THE PROPERTY OF NM ENGIEERS, INC. AND HAVE BEEN PREPARED SPECF1CAU Y FOR THIS PROJECT N ACCORDANCE WITH GENERALLY ACCEPTED STRUCTURAL ENGINEERING PRACTICES. IT IS INTENDED FOR THE EXCLUSNE USE OF THIS PROJECT ONLY. WE DO NOT GUARANTEE PROJECT PERFORMANCE N ANY RESPECT, ONLY THAT OUR WORK MEETS NORMAL. STANDARDS OF PROFESSIONAL CARE. NO OTHER WARRIYNTY, DRESSED OR MIPLED, IS PROVIDED. NEW DOSING 4 FRP DOWELS x 1' -� • 24' o.C. EMBED 4' INTO (E) SUB W/ EPDXY GROUT APR 2 PERMIT 1 ft11.° I Z 203 4 +crsi ADT PLOT n. ADT "EN • w s RECeivEO BRIM Neer are cx rukwiIA 8 '003 TEN ► 'i 4 ► ■ 4 4 • 1 JAMES STAPPER ARCHITECT AIA ► 4 4850 FOREST AVE S.E. MERCER ISLAND, WA (206) 236 -5910 Fax (206) 232 -7136 OPEN MRI at SOUTHCENTER Swank Tire Sob WOW ICB esIGINEERS, INC. 800 UNIVERSITY STREET • SUITE 1122 SEATTLE • WASHINGTON • 98101.4104 (208) 3814900 • FAX (208) 3514000 AKB JOB No. 203 -097 De DETAILS A5 NOTED Orr 4/2403 AWroMM S, AK5 S1 • (vim 12 -06 -04 I By Drrariplar' of Rations ► 1 GENE NO TES 1 w ADT aisad KY5 Job NMrOur • 4 4 ► ► 7 4 DOOR PART # QUANTITY 1 SIZE 48" X 84" TYPE RCM -154FS SWING LHI FINISH UNSTAINED RED OAK SILL TYPE FLUSH LOCK YES QTY PART # RATING USE 3 USC 50 --2x30 30 AMPS POWER & LIGHTING 2 67-7/16" X 33-15/16" QTY SIZE (HEIGHT X WIDTH) CLEAR VIEW 1 48" X 96" 1 67-7/16" X 34-1/16" 2 67-7/16" X 68-1/4" 2 67-7/16" X 33-15/16" GENERAL NOTES 1. ALL OUTSIDE DIMENSIONS (OD) ARE TO THE EXTERIOR WALLS AND /OR CEILING OF THE RF ENCLOSURE 2. PARENT ROOM FLOOR MUST BE FLAT AND LEVEL WITHIN 1/4' EVERY 10' -0' (NON- ACCUMULATIVE) NOT BY UNIVERSAL SHIELDING CORP. 3. A SLAB DEPRESSION OF 1 13/16' IS REQUIRED TO ACHIEVE A SILL LEVEL WITH ADJACENT ROOM OR HALLWAY FLOOR FINISH. NOT BY UNIVERSAL SHIELDING CORP. 4. PARENT RTlDM FLOOR MUST BE FREE OF ANY OBSTRUCTIONS 5. TO INSURE AGAINST GROUNDING, A 2' MINIMUM CLEARANCE IS REQUIRED BETWEEN RF ENCLOSURE AND BUILDING CONSTRUCTIONS 6. LOCATION OF ISO CENTER SHALL NOT BE DETERMINED BY UNIVERSAL SHIELDING CORP. 7. FINAL FABRICATION CANNOT BE COMPLETED UNTIL DRAWINGS ARE APPROVED 8. THE RF ENCLOSURE CEILING SYSTEM IS TYPICALLY SUPPORTED BY PARENT ROOM OVERHEAD CONSTRUCTION WITH THE USE OF DIELECTRICALLY ISOLATED, ADJUSTABLE HANGERS. THE RF CEILING LOADS ARE APPROXIMATELY 5.5 LBS PER SQ. FT EXCLUSIVE OF INTERIOR SUSPENDED CEILINGS, LIGHTING AND DUCTWORK. IT IS THE RESPONSIBILITY OF THE OWNER TO INSURE THAT THE OVERHEAD CONSTRUCTION WILL ADEQUATELY SUPPORT THE RF ENCLOSURE CEILING 9. THE CUSTOMER OR CONTRACTOR MUST PROVIDE A CLEAN, DRY STAGING AREA FOR LAYOUT AND STORAGE OF RF ROOM COMPONENTS AS CLOSE AS POSSIBLE TO THE RF ENCLOSURE INSTALLATION SITE 10. UNIVERSAL SHIELDING CORP. INSTALLATION CREWS SHALL REQUIRE A MINIMUM OF TWO (2) SERVICE CONNECTIONS FOR DROP CORDS. (117VAC, 20 AMP) 11. THE CONTRACTOR /OWNER TO PROVIDE REFUSE CONTAINERS FOR THE DISPOSAL OF EXPENDABLE MATERIALS FROM THE RF ENCLOSURE INSTALLATION SITE. THE CONTRACTOR /OWNER SHALL BE RESPONSIBLE FOR THE REMOVAL OF THE REFUSE CONTAINERS. 12. AT THE COMPLETION OF THE BASIC ENCLOSURE, THE UNIVERSAL SHIELDING CORP. INSTALLATION SUPERVISOR WILL PERFORM AN ISOLATION TEST TO DEMONSTRATE THAT THE RF ENCLOSURE IS ISOLATED FROM GROUND BY A MINIMUM OF 10,000 OHMS. DURING THE INSTALLATION OF THE VARIOUS SYSTEMS INTO THE RF ENCLOSURE, AN INDIVIDUAL SHOULD BE DESIGNATED TO CHECK THE ISOLATION OF THE RF ENCLOSURE DURING THE DAY. UNIVERSAL SHIELDING CORP. RECOMMENDS THIS TEST TO BE PERFORMED APPROXIMATELY FOUR (4) TIMES DAILY. IF A GROUND IS DETECTED, IT CAN BE FOUND BE REVIEWING THE ADDITIONAL SYSTEMS THAT WERE INSTALLED INTO THE RF ENCLOSURE AFTER THE LAST SUCCESSFUL TEST 13. DO NOT PENETRATE RF PANEL MORE THAN 5/8' WHEN ATTACHING INTERIOR FINISHES. THESE SCREWS SHOULD BE ZINC PLATED AND BE SHEET METAL TYPE. INTERIOR FINISH SCREWS SHOULD NOT PENETRATE OR ATTACH TO THE RF FRAMING SYSTEM. DO NOT PENETRATE BOTH STEEL SKINS OF RF PANEL UNDER ANY CIRCUMSTANCES WITHOUT THE APPROVAL OF UNIVERSAL SHIELDING CORP. FIRE RATING THE NATIONAL FIRE PROTECTION ASSOCIATION LIFE SAFETY CODE 101, SECT ION 6 -2, 'INTERIOR FINISHES', HAS A CLASSIFICATION OF MATERIALS WITH RESPECT TO FLAME SPREAD AND SMOKE DEVELOPED. THE CLASSIFICATIONS ARE AS FOLLOWS: CLASS A INTERIOR FINISH: FLAME SPREAD 0 -25; SMOKE DEVELOPED 0 -450 CLASS B INTERIOR FINISH: FLAME SPREAD 26 -75; SMOKE DEVELOPED 0 -450 CLASS C INTERIOR FINISH: FLAME SPREAD 76 -200; SMOKE DEVELOPED 0 -450 INTERIUR FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 255, 'METHOD OF TEST OF SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS' CASTM E84). OUR PANELS TESTED JANUARY 12 1987, RECEIVED A FLAME SPREAD OF 0, I WOULD FALL INTO THE CLASS A INTERIOR FINISH CATEGORY IN ACCORDANCE WITH NFPA 101, SECTION 6 -2. RF PANELS RF PANELS SHALL CONSIST OF 26 GA. V U S NOTED TH A WOOD CORE. TYP FLOOR, WALLS & CEIUNG V r INTERIOR EYEBOLTS RFI /EMI WINDOW FILTER BOX • HEAT TREAT UNIVERSAL SHIELDING CORP. DRAWING NUMBER ;ISSUE USC -12224 - SIZE D RFI /EMI SHIELDED DOOR UNIVERSAL SHIELDING CORP. WILL SUPPLY EYEBOLTS (1/4' -20 X 3/4' INNER DIAMETER) ON A GRID OF 4' -0' X 4' -0' FOR ENTIRE RF ENCLOSURE CEILING TO SUSPEND ACOUSTICAL CEILING 1. USC TO INSTALL MAGNET VENDOR SUPPLIED FILTER BOX AT THE TIME OF MAGNET INSTALLATION 2. RF ENCLOSURE WILL BE TESTED PRIOR TO AND AFTER FILTER BOX AND MAGNET INSTALLATION. TESTING BY UNIVERSAL SHIELDING CORP. • ACCESSORY SCHEDULE RFI /EMI ELECTRICAL FILTERS NOTE: INSTALATION BY UNIVERSAL SHIELDING CORP. WIRING BY OTHERS SEE FILTER DETAILS FOR SPECIFICATIONS PIPE PENETRATIONS QTY TYPE SIZE USE NOTE: EXTERNAL DIELECTRIC CONNECTIONS ARE NOT PROVIDED OR INSTALLED BY UNIVERSAL SHIELDING CORP. GROUNDING UNIVERSAL SHIELDING CORP. TO PROVIDE AND INSTALL ONE (1) 3/8' -16 DIAMETER GROUND STUD AS CLOSE AS POSSIBLE TO THE PENETRATION PANEL MAGNET ENTRY UNIVERSAL SHIELDING CORP. TO PROVIDE A REMOVABLE WALL SECTION FOR MAGNET ENTRY • CRYOGEN PIPE PENETRATION R WAVEGUIDE AIRVENTS QTY 4 • TYPE SI RF SIZE T.B.D. COLLARS BOTH SIDES MOVIOMMO QTY SIZE PENETRATION PANEL 1. USC TO INSTALL MAGNET VENDOR SUPPLIED PENETRATION PANEL AT TIME OF MAGNET INSTALLATION 2. RF ENCLOSURE WILL BE TESTED PRIOR TO AND AFTER PENETRATION PANEL AND MAGNET INSTALLATION. TESTING BY UNIVERSAL SHIELDING CORP. VINYL TILE ONE (1) LAYER OF 1/8' THK TILE BONDED TO TOP OF RF FLOOR PANEL TO ACHIEVE A LEVEL FLOOR SURFACE FOR FLOOR FINISHES RF. ENCLOSURE UNDERLAYMENT ONE (1) 1/8' THK HARDBOARD SHIMMING LAYER AND ONE (1) 1/8' THK HARDBOARD LEVELING LAYER OVER ONE (1) LAYER OF 6 MIL THK POLYVINYL MOISTURE BARRIER MATERIAL MAGNET G.E. OVATION OPERATION & MAINTENANCE 1. OPERATING PROCEDURES UPON COMPLETION OF THE INSTALLATION OF THE RF SHIELDED ENCLOSURE, TO GAI ENTRANCE AND EXIT FROM THE ENCLOSURE, ONE ROTATES THE DOOR HANDLE IN A CLOCKWISE OR COUNTERCLOCKWISE DIRECTION RESPECTIVELY. THE DOOR MUST BE IN THE FULLY CLOSED AND LATCHED POSITION TO MAINTAIN SHIELDING INTEGRITY. 2. MAINTENANCE PROCEDURES 1. THE FOLLOWING MAINTENANCE PROCEDURES SHOULD BE FOLLOWED: 2. CLEAN THE BRASS KNIFE EDGE ON THE DOOR ONCE WEEKLY WITH A SOFT CLOTH AND ALCOHOL 3. SPRAY DC -26 LUBRICANT ON THE BERYLLIUM COPPER FINGERS LOCATED ON THE DOOR ONCE WEEKLY 4. IF THE DOOR SHOULD REQUIRE ADJUSTMENT, THE HINGES ARE ADJUSTABLE FOR HORIZONTAL AND VERTICAL ALIGNMENT 5. HONEYCOMB AIR WAVEGUIDE DUCTS SHOULD BE CLEANED YEARLY WITH A SMALL BRUSH IF AIR FLOW BECOMES RESTRICTED 6. IF LIQUIDS ARE SPILLED IN A SHIELDED ENCLOSURE AND BECOME LODGED BETWEEN THE FRAMING MEMBERS AND PANELS IT WILL CAUSE A DEGRADATION OF THE ENCLOSURE SHIELDED PROPERTIES. IT IS IMPERATIVE THAT THE FOLLOWING ITEMS BE FOLLOWED: A. NO FOOD OR LIQUIDS (SODA, COFFEE, ETC.) BE CONSUMED WITHIN THE ENCLOSURE B. NO WET CLOTHES OR SHOES BE WORN IN THE ENCLOSURE C. NO BURNING OR WELDING SHOULD BE PERFORMED WITHIN THE ENCLOSURE D. CLEAN ANY OIL OR FLUID FROM PIPES TO BE USED BEFORE IT ENTERS THE ENCLOSURE 7. IF A COMPUTER FLOOR IS INSTALLED IN THE ENCLOSURE, THE TILE SURFACE CANNOT BE CLEANED WITH ANY LIQUID THAT WOULD SPILL ONTO THE ENCLOSURE FLOOR 8. DO NOT ALLOW ANY UNAUTHORIZED PENETRATIONS OF THE RF ENCLOSURE TO OCCUR 9. IF THE PARENT ROOM CEILING IS QUESTIONABLE, PRECAUTIONS SHOULD BE TAKEN TO PROTECT THE RF ENCLOSURE CEILING. ALL FRAMING JOINTS SHOULD BE TAPED 3. TROUBLESHOOTING PROCEDURES IF ATTENUATION LOSS OCCURS, THE FOLLOWING ITEMS SHOULD BE OBSERVED: 1. NO UNAUTHORIZED PENETRATIONCS) WAS MADE, I.E.., UNFILTERED WIRE OR OR PIPING 2. CHECK THAT ALL DOOR FINGERSTOCK IS IN PLACE AND NOT DEFORMED 3. CHECK THAT NO SCREWS WERE LOOSENED OR REMOVED 4. ALLOWABLE LOADS 1. THE ALLOWABLE LOADS ON TOP OF THE RF ENCLOSURE CAN BE 50 LBS. PER SQ. FT. AND THE WEIGHT MOUNTED ON SHELVES OR WALLS IS 85 LBS. 5. SPARE PARTS THE FOLLOWING SPARE PARTS ARE RECOMMENDED: 1. BERYLLIUM COPPER FINGERSTOCK -- PART NO. USC -97 -538 2. DOOR LUBRICANT (ONE CAN) - PART NO. RCM -LB -100 OD - OUTSIDE DIMENSION ID - INSIDE DIMENSION OA - OVERALL HT. - HEIGHT - CENTERLINE V.I.F. - VERIFY IN FIELD P.R. - PARENT ROOM NONE _ 'FINISH LEGEND TITLE OPEN MRI OF SOUTH CENTER, LLC TUKWILA, WASHINGTON DRAWN JOE W. DATE 8 -07 CHECKED APPROVED OMMIO • DATE DATE DETAIL NUMBER III R EFER TO SHEET 03 QT Y Of OW PPPROYED SEP 3 0 2143 B/0 - BY OTHERS T.B.D. - TO BE DETERMINED CLR. VIEW - CLEAR VIEW CLR. OP. CLEAR OPENING -4-- MAGNET ISOCENTER 1�0lIYlD SIP 2 5 SHEET 2 OF 6 .A..' • I EXISTING • BAR JOISTS 2" MIN. AIRSPACE 4 6 ' - 7 " RFOO. TO ENTER 14' -4" PARENT ROOM INTERIOR DIMENSION FS- 100 INSIDE ELEVATION "C" INSIDE ELEVATION "A" 22' -8" PARENT ROOM INTERIOR DIMENSION 22' -4" RF SHIELDED ENCLOSURE OD. 6 ' r CLEAR VIEW FLOOR PLAN 2'- CLR. 14' --2" RF SHIELDED ENCLOSURE OD. slab deppresstow 1/ GLASS WINDOWS ".ter, .rte S' GLASS WINDOWS f7 P-# 1 II II II II L'ALK/.1 IFS -200 2" MIN. AIRSPACE U a 0 a aztr INSIDE eLEVATION "A" EXISTING MR-DUCT EXISTING BAR JOISTS • 0 U in a 2'--11 " 4' -O 4'_ " 4.-O. '4'_ r 31-1 a8B •......,nr..,,,..... CIL1Nc PLAN AIR DUCT IELEVATION i 0) INSIIE ELVATtoN "E,F" 4.4 N . o • 0 0 W t- co o co 0 O m _ z D H 0 X rr r 0 - f- 1 4 40•""\ 'Ns ... , �,.........�,�..�..� r earl SCALE �4 „ SYM . GROUND PLATE dt STUD , MUST . E LOCATED WITHIN 6 OF RF. CUTOUT. RF. FILTERS WEIL LOCATED WITHIN 24" OF GROUND PLATE & STUD. NOTE 1: MATERIAL IFINISH MAGNET G.E. OVATION RF. FILTERS • r 22' - 4" APPROVED DATE 1) 0.34-1 • DESCRIPTION PRELIMINARY DRAWING REVISED PER SITE SURVEY 1 I - - . - -- 21-1/2" CUTOUT L J PARENT ROOM FINISHED FLOOR 4 • 4 4 17.160011 " -- PENETRATION PANEL CUTOUT GROUND PLATE & RF. FILTERS INSTULATION DETAIL "EQUIPMENT ROOM SIDE" IL 1 1NSI1 "B" AMMO SEP 3 0 2003 P J :LU REVISIONS PLEASE SPECIFY THE LOCATION OF THE MAGNET ENTRY. ^ ' •••-• + • re+P:. , mac..7•n•,ry„ ....., • HEAT TREAT D I 17.1600 64-1/2" CUTOUT IN RF. PANEL DATE 6 -07 -03 0 - 19--03 NOTE 2: PLEASE SPECIFY THE NUMBER OF' AIR VENTS AND SIZES. CIIT V 01111 1121111 SEP 2 fi inn; PERPArr USC- 12224 SHEET 3 OF 6 IMAM S E P 2 9 nil AUNT COUP APPROVAL TITLE OPEN MRI OF UNIVERSAL SOUTH CENTER, LLC TUKWILA, WASHINGTON SHIELDING CORP. DRAWN JOE W. DATE 8 -07 -03 512E DRAWING NUMBER ISSUE REVISED — DATE A • I 16 PARENT ROOM RF 9 ENCLOSURE 41.011..M.• 416. a • .1 , .....4••••••••••■■■■••••■14. Eel FLEA STRUT FS-20 EL DED T1] CELL. HAT FRAMING F 1NISHED FLOOR (13/0 1/8 iviK FLOOR TILE DEPRESSED SLAB (B/0) (IF REQUIRED) GYP. BOARD (B/0) RF CEILING PAN FL Al FRAME I BEAM 'FLAT', 1/8" THK GALV STEC zawa;wr - - • / . # mININOMENNINWar m i,,,...mmumwr graMMIPMMIOMMAMMMAM milmmumwmampump "e milwastw■mmiii - 1/8' MASONIT 1/8' MASONITE LEVELING LAYER 6 MIL POLYVINYL MOISTURE BARRIER BEAM (FOR ENCLOSURES WIDER THAN 14 FT) 7/8' FURRING STRIP (B/0) SEE SHEET 1 NOTE 13 VINYL BASE (B/D) VINYL TILE (B/0) 3/8-16 X 6' LONG THREADED ROD BEAM CLAMP FLEX STRUT FS-40 WELDED TO CEIL. HAT FRAMING FLEX STRUT ACOUSTICAL CLG. (B/0) '....****•— CONC. SLAB (B/0) _RF ENCL SECTION \V 7/8" FURRING FLAT HEAD P051-DRIVE SCREWS (1/4-20 X 1/2' LONG) 3 O.C. WELDNUT (1/4-20) 3' O.C. 'HAT', 1/8" THK GALV STEEL TERMENATE JOINTS © FLOOR STEEL E YE BOL T S (BY US STEEL TUBE FLEX STRUT FS-100 1 5/8' X 3 1/4' X WIDTH OF ENCLOSURE OR ENCLOSURES UP TO 1 T WIDE) 3/8-16 NUTS $1. WASHER TYP. FREESTANDING ASSEMBLIES TEEL PLATE STEEL TUBE 2' X 4' X 3/16' THK RF CEILING PANEL 3/8-16 TUD DED TO H CHANNEL 3/8-16 . T & WASHER DEPRESSED SLAB (B/0) (IF REQUIRED) PRE-TREATED WOOD 2X-4 STUDS (13/0) (METAL STUDS OPTIONAL) STEEL E YE BOL TS (BY USC) \\ " —ACOUSTICAL CLG. (B/0) .. GYP BOARD (B/0) VINYL BASE (B/0) VINYL TILE (B/0) CONC. SLAB (B/0) RF ENCL SECTION. W/ 2X4 STUDS 16 GA STEEL 'FLAT' FRAME CONC. SLAB RF SHIELDED FLOOR PAN DETAIL INSIDE ENCLOSURE 10 RF PANEL GROUND STUD BRASS THREADED ROD WITH BRASS FLAT WASHERS AND BRASS HEX NUTS (1/2-13) OUTSIDE ENCLOSURE TO GROUND 26 GA GAL V STEE BONDED TO WOOD CORE (TYP € FLOOR, WALLS 81 CEILING UNLESS OTHERWISE NOTED) • • tt._ TO t DIMItTOt DIM PANEL SIZE3/PPANEL SIZE •! 8 PAN POSI-DRIVE SCREWS (1/3-20 X 1/2' LONG) 3' D.C. INTERMEDIATE JOINTS © WALLS & CEILING DIELECTRIC UNION (B/0 PIPE (B/0) BRASS OR BLACK IR OUTSIDE ENCLOSURE I SEE SHEET FOR SIZE RF PANEL RF GASKETS PIPE (B/0) i f COUPLING (B/0) INSIDE ENCLOSURE (01 INSULATED PIPE PENETRATION 3 14' CHANNELS MITERE I CONT. WELDED EXTERNAL "M CORNER 15 5/16" OVERALL LENGTH WELDNUT OHIO 1/4-20 WT 2108(15 PLCS) 1 WELD STUD (3 READ OHIO 10-24 EXTERNAL 'M' 11/32 DIA HOLE TYP INTERNAL "U" CORNER INTERNAL CORNERS • I •.• • 1.11M■41MNEVAII 4.1 IIMINIMIA IIMMMIN• 411111111W AIM iN■•• ‘111111 MINNOW 111■11 ANIMINIw NWM■ ---- 011 woommm 1111■111111111MI IMMIX =MEW i■r allSOMMIP wilimdM.A■MIW■mmirAmmow■mmi, Ammo rAmmumwAmmommorAMM. ■ . ,10 Cal c PePROVE° SEP 3 0 2031 0,2 0 tf= - 34-16 THREADED STEEL TO STRUCTURE ABOVE 311-1S NUTS WASHERS FLEX STRUT-2.0 X IT LONG WELDED TO WIT CHANNEL RF CEILING PANEL ISOLATED CEILING HANGER ASSEMBLY SSOLATOR BALL 31144 THREADED STEEL ROD FS-34INS Chains, Nut SIMS STUD MELDED TO NAT MIME. HAT FLAT CHANNEL MATERIAL MAGNET G.E. OVATION SCALE NONE FINISH TITLE OPEN MRI OF SOUTH CENTER, LLC TUKWILA, WASHINGTON DRAWN JOE W. DATE 8-07-03 CHECKED DATE APPROVED DATE HEAT TREAT r,c7,11 UNIVERSAL SHIELDING CORP. SIZE D DRAWING NUMBER USC-12224 ISSUE • NICSIVED CITY OF TUKWILA SEP 2 S .. SHEET 4 OF 6 PMT CNrEJ 411430ird • • Kf PANEL CANVAS CULL AR (b /0) ammorres 'aromas 1NSiIQE RF ENCLOSURE RF GASKET JOINT SYSTEM 16 GA. (.059) COLLAR FOR CONNECTION OF DUC (IF DESIRED) ACCESS COVE RF AIRVENI 4 TIENUDUCT COR7 NOTE* MAXIMUM HEAD LOSS OF 0.05 INCHES OF WATER AT 1200 FEET PER MINUTE AIR VELOCITY MATERIAL' CONTINUOUSLY BRAZED RECTANGULAR CELLS .006 THK STEEL. 3/16' SQ. NOMINAL 1' DEEP FINISH= HOT TIN DIP OR GALVANIZED IN SEE PLAN FOR SIZE AND LOCATION FILTER DISCHARGE INDICATOR LIGHT RFI /EMI POWER LINE FILTER POWER_£IIJERS DIFFUSER OR GRILL �S ERTIO I LOSS 100 dB 14KHz TO 10 GHz PER MIL-STD-220A P A R T NO I A M P S I V O L T S ! H z I A I B I C I D MECHANICAL CURRENT RATING, THE. FILTERS SHALL DE CAPABLE OF VITHSTANDkR�►OL CLERTNICAL ' THE FILTER CASE SHALL DE MADE OF COLD ROLLED STEEL 140 V. OF RATED CURRENT FOR 15 MINUTES WITHOUT ANY IIETERIDRATION, INSERTION LOSS THE FILTERS SHALL PROVIDE THE SPECIFIED INSERTION LOSS OF 100 dB MINIMUM OVER ITS INDICATED FREQUENCY RANGE WHEN MEASURED IN ACCOIwt IN CE WITH THE APPLICABLE MIL- STD -220A BY A GOVERNMENT APPROVED LABORATORY VOLTAGE' THE F IL TERS SHALL DL CAPABLE OF OPERATING F,I,MyIT THE 1MPREGNAMIT SHALL K ND1iLAMADLE AS cLASSDr IMPRE CONTINUOUSLY AT FULL RATED VOLTAGE ANB OF 1 AN BY UNDERWRITERS LABORATORIES INITIAL TEST OF TWICE THE RATED VOLTAGE FOR ONE MINUTE TERNINALS1 THE TERMINALS SHALL DE NAVE OF HIGH TEMPERATURE CERAMIC CONSTRUCTION INPUT AND OUTPUT TERMINALS SHALL BE COMPLETELY ENCLOSED DPI RF SHIELDED COMPARTMENTS. COVER ON THE INPUT COMPARTMENT SHALL BE SCREW DOWN TYPE. INTERNAL COMPONENTS SHALL DE MOUNTED AND FIXED TO PREVENT DAMAGE WHEN SUBJECTS TO SHOCK AND VIBRATION TESTS FIWSI* ALL FILTER CASES SHALL DE MADE CORROSION RESISTANT VI SUITABLE PLATING COPP6Q, ' (SEE SHT 1 FOR WASHER CONT. SOLDERED 1/4 -20 THREADED ROD 1, NUT (BY USC) RF PANEL DUCTWORK SUPPORT DUCT (B/0) -\\ CRYOGEN PIPE �15SKE� ACK -UP PL FLEX STRUT (Hia) HEX NUT ,-RF PANEL RF CEILING PANEL - THREADED INSERT RF RAILROAD GASKET SHIELDED COVER SHIELDED PARTITION COUPLING (B /0) THREADED ROD (B /0) IIISEIrlIOl1 Logs (eel ( cws� (�) TrPE SOP � r► - i D>D�AOQ 0.11 - �D/ 1001 1 s -10p1t 05 II 1 - 3�4 - M}21 Oaf (U,) - 1821 3 -3 COI�OI (3) 10j/1M N/A 1011411 1411111-101111a 3.0 1.00 3.00 1.75 - W21 -S COIA (9) 94/100 N/A NOM 1410M- Moab 5 0 SAO 3.00 1.75 STAMPING 1/8' BLACK CHARACTERS 7/16 -20 (2 PLCS) NOTE; THE ARE AC OR DC APPLICATIONS UP TO E 7 2�V� EXCEPT WFV3575 SOVAC 1� SIGNAL /DATA /CONTROL LINE FILTERS AIR SPACE AIR SPACE 13/16' THK RF PANEL -GYP. BOARD (B /0) 7/8' FURRING STRIP (B /0) 2' X 4' WOOD OR METAL STUDS OPTIONAL PARENT ROOM WALL (B /0) INTERIOR MRI RF WINDOW SECTION 13/16' THK RF PANEL -GYP. BOARD (B /0) 7/8' FURRING STRIP (B /O) 2' X 4' WOOD OR METAL STUDS OPTIONAL WOOD FILLER TO BE LAMINAT TO 'FLAT' CHANNEL (B /0) PARENT ROOM WALL (B /0) V.I.F. INSIDE ENCLOSURE 48" CLEAR VIEW (IF APPLICABLE) , tSIDE RF ENCLOS COPPER SCREEN a--LEXAN DIELECTRIC TRIM (B /0) WOOD STUD (B /0) NUT d WASHER (B /0) `PIPE HANGER (B /O) -.PIPE (B /0) INSIDE RF ENCL9WRE DIELECTRIC TRIM (8 /0) WOOD STUD (B /O) 20)EXTERIOR MRI RF WINDOW SECTION ' CEILING PANEL ---1/4-20 HEX NUT i STUD (BY USC) - COUPLING (B /0) 1/4 -20 THREADED ROD (11/0) SPRINKLER PIPE SUPPORT WOOD FILLER TO BE LAMINATE TO 'FLAT' CHANNEL (8/0) ROUGH OPENING CLEAR VIEW WOOD FRAME 'HAT' 1 'FLAT' FRAME WOOD FRAME 'HAT' i 'FLAT' MATERIAL MAGNET G.E. OVATION PARENT ROOM WALL (8/0) [FINISH CHECKED APPROVED DIELECTRIC TR (B /0) RF PANEL RF PANEL SECTION TITLE OPEN MRI OF SOUTH CENTER, LLC TUKWILA, WASHINGTON DATE DATE DRAWN JOE W. DATE 8-07-03 SECTION INSIDE RF ENCLOSURE r- COPPER SCREEN - LEXAN WOOD FRAME DIELECTRIC TRIM (8/0) -WOOD FRAME 'HAT' 1 'FLAT' FRAME MOLDING GLUED TO LEXAN (B /0) 7/8' FURRING STRIP (13/0) 2' X 4' WOOD OR METAL STUDS OPTIONAL GYP. BOARD (11/0) 'HAT' d 'FLAT' FRAME INSIDE RF ENCLOSURE COPPER SCREEN LEXAN (ONE SIDE) MOLDING GLUED TO LEXAN WO) 7/8' FURRING STRIP (B /0) 2' X 4' WOOD OR METAL STUDS OPTIONAL GYP. BOARD (B /0) CAY S E P ? :; 20.13 Pave mast UNIVERSAL SHIELDING CORP. SIZE 1 DRAWING NUMBER 'ISSUE USC- 12224 1 • • rr.�.ara • 1 SUE BM Kf PANEL CANVAS CULL AR (b /0) ammorres 'aromas 1NSiIQE RF ENCLOSURE RF GASKET JOINT SYSTEM 16 GA. (.059) COLLAR FOR CONNECTION OF DUC (IF DESIRED) ACCESS COVE RF AIRVENI 4 TIENUDUCT COR7 NOTE* MAXIMUM HEAD LOSS OF 0.05 INCHES OF WATER AT 1200 FEET PER MINUTE AIR VELOCITY MATERIAL' CONTINUOUSLY BRAZED RECTANGULAR CELLS .006 THK STEEL. 3/16' SQ. NOMINAL 1' DEEP FINISH= HOT TIN DIP OR GALVANIZED IN SEE PLAN FOR SIZE AND LOCATION FILTER DISCHARGE INDICATOR LIGHT RFI /EMI POWER LINE FILTER POWER_£IIJERS DIFFUSER OR GRILL �S ERTIO I LOSS 100 dB 14KHz TO 10 GHz PER MIL-STD-220A P A R T NO I A M P S I V O L T S ! H z I A I B I C I D MECHANICAL CURRENT RATING, THE. FILTERS SHALL DE CAPABLE OF VITHSTANDkR�►OL CLERTNICAL ' THE FILTER CASE SHALL DE MADE OF COLD ROLLED STEEL 140 V. OF RATED CURRENT FOR 15 MINUTES WITHOUT ANY IIETERIDRATION, INSERTION LOSS THE FILTERS SHALL PROVIDE THE SPECIFIED INSERTION LOSS OF 100 dB MINIMUM OVER ITS INDICATED FREQUENCY RANGE WHEN MEASURED IN ACCOIwt IN CE WITH THE APPLICABLE MIL- STD -220A BY A GOVERNMENT APPROVED LABORATORY VOLTAGE' THE F IL TERS SHALL DL CAPABLE OF OPERATING F,I,MyIT THE 1MPREGNAMIT SHALL K ND1iLAMADLE AS cLASSDr IMPRE CONTINUOUSLY AT FULL RATED VOLTAGE ANB OF 1 AN BY UNDERWRITERS LABORATORIES INITIAL TEST OF TWICE THE RATED VOLTAGE FOR ONE MINUTE TERNINALS1 THE TERMINALS SHALL DE NAVE OF HIGH TEMPERATURE CERAMIC CONSTRUCTION INPUT AND OUTPUT TERMINALS SHALL BE COMPLETELY ENCLOSED DPI RF SHIELDED COMPARTMENTS. COVER ON THE INPUT COMPARTMENT SHALL BE SCREW DOWN TYPE. INTERNAL COMPONENTS SHALL DE MOUNTED AND FIXED TO PREVENT DAMAGE WHEN SUBJECTS TO SHOCK AND VIBRATION TESTS FIWSI* ALL FILTER CASES SHALL DE MADE CORROSION RESISTANT VI SUITABLE PLATING COPP6Q, ' (SEE SHT 1 FOR WASHER CONT. SOLDERED 1/4 -20 THREADED ROD 1, NUT (BY USC) RF PANEL DUCTWORK SUPPORT DUCT (B/0) -\\ CRYOGEN PIPE �15SKE� ACK -UP PL FLEX STRUT (Hia) HEX NUT ,-RF PANEL RF CEILING PANEL - THREADED INSERT RF RAILROAD GASKET SHIELDED COVER SHIELDED PARTITION COUPLING (B /0) THREADED ROD (B /0) IIISEIrlIOl1 Logs (eel ( cws� (�) TrPE SOP � r► - i D>D�AOQ 0.11 - �D/ 1001 1 s -10p1t 05 II 1 - 3�4 - M}21 Oaf (U,) - 1821 3 -3 COI�OI (3) 10j/1M N/A 1011411 1411111-101111a 3.0 1.00 3.00 1.75 - W21 -S COIA (9) 94/100 N/A NOM 1410M- Moab 5 0 SAO 3.00 1.75 STAMPING 1/8' BLACK CHARACTERS 7/16 -20 (2 PLCS) NOTE; THE ARE AC OR DC APPLICATIONS UP TO E 7 2�V� EXCEPT WFV3575 SOVAC 1� SIGNAL /DATA /CONTROL LINE FILTERS AIR SPACE AIR SPACE 13/16' THK RF PANEL -GYP. BOARD (B /0) 7/8' FURRING STRIP (B /0) 2' X 4' WOOD OR METAL STUDS OPTIONAL PARENT ROOM WALL (B /0) INTERIOR MRI RF WINDOW SECTION 13/16' THK RF PANEL -GYP. BOARD (B /0) 7/8' FURRING STRIP (B /O) 2' X 4' WOOD OR METAL STUDS OPTIONAL WOOD FILLER TO BE LAMINAT TO 'FLAT' CHANNEL (B /0) PARENT ROOM WALL (B /0) V.I.F. INSIDE ENCLOSURE 48" CLEAR VIEW (IF APPLICABLE) , tSIDE RF ENCLOS COPPER SCREEN a--LEXAN DIELECTRIC TRIM (B /0) WOOD STUD (B /0) NUT d WASHER (B /0) `PIPE HANGER (B /O) -.PIPE (B /0) INSIDE RF ENCL9WRE DIELECTRIC TRIM (8 /0) WOOD STUD (B /O) 20)EXTERIOR MRI RF WINDOW SECTION ' CEILING PANEL ---1/4-20 HEX NUT i STUD (BY USC) - COUPLING (B /0) 1/4 -20 THREADED ROD (11/0) SPRINKLER PIPE SUPPORT WOOD FILLER TO BE LAMINATE TO 'FLAT' CHANNEL (8/0) ROUGH OPENING CLEAR VIEW WOOD FRAME 'HAT' 1 'FLAT' FRAME WOOD FRAME 'HAT' i 'FLAT' MATERIAL MAGNET G.E. OVATION PARENT ROOM WALL (8/0) [FINISH CHECKED APPROVED DIELECTRIC TR (B /0) RF PANEL RF PANEL SECTION TITLE OPEN MRI OF SOUTH CENTER, LLC TUKWILA, WASHINGTON DATE DATE DRAWN JOE W. DATE 8-07-03 SECTION INSIDE RF ENCLOSURE r- COPPER SCREEN - LEXAN WOOD FRAME DIELECTRIC TRIM (8/0) -WOOD FRAME 'HAT' 1 'FLAT' FRAME MOLDING GLUED TO LEXAN (B /0) 7/8' FURRING STRIP (13/0) 2' X 4' WOOD OR METAL STUDS OPTIONAL GYP. BOARD (11/0) 'HAT' d 'FLAT' FRAME INSIDE RF ENCLOSURE COPPER SCREEN LEXAN (ONE SIDE) MOLDING GLUED TO LEXAN WO) 7/8' FURRING STRIP (B /0) 2' X 4' WOOD OR METAL STUDS OPTIONAL GYP. BOARD (B /0) CAY S E P ? :; 20.13 Pave mast UNIVERSAL SHIELDING CORP. SIZE 1 DRAWING NUMBER 'ISSUE USC- 12224 1 • • rr.�.ara • 1 w F INISHED FLOOR . (j3/0) 7/8" F MINING STRIP (8/0) OR 3 5/8" ME FAL STUDDING (B /0) SEE NOTE 13 SHEET 2 WOOD DOOR FINIS TWO (2) ROWS BERYLLIUM COPPER FINGERSTOCK FLAT CHANNEL 26 GA, GALV. STEEL 1/8' MASONITE (TWO LAYERS) HAT CHANNEL PARENT ROOM WALL memo p I Imp; ... , •� • /, -; ,i,i,r 11.1!.. - •1.j JOINT BEAD (B /0) GYP. BOARD (B /0) 26 GA. GALV. STEEL 1 1/4' LIGHTWEIGHT DOOR RAMP (B /0) IF REQ'D DEPRESSED SLAB (B /0) IF REQ'D BRONZE EXTRUSI ❑N (FEMALE) 1 1/4' LIGHTWEIGHT DOOR 26 GA GALV. STEEL 2 ROWS OF BERYLLIUM COPPER CONTACT STRIPS RETAINED BY EXTRUSION CONFIGURATION 46 1/2" CLEAR OPENING 55 1/2" ROUGH OPENING SHIM STRIPS WOOD DOOR FINISH (BY USC) A -A DOOR SECTIO\ DOOR SECTIO\ S AND DETAILS GYP. BOARD (B /0) DIELECTRIC TRIM (B /0) WOOD DOOR FINISH (BY USC) JOINT BEAD (B/0) GYP. BOARD (B /O) DOOR FLEVATLO 3. SEE SHEET FOR SIZE AND SWING CITY Of TUKWILA APPROVED S E P 3 0 2003 2. 1/4' IS REQUIRED BETWEEN THE TOP OF THE FINISHED FLOOR TO THE TOP OF THE SILL 4. DOOR EXTRUSION IS FACTORY MITERED, WELDED AND SOLDERED CONTINUOUSLY INSIDE AND OUTSIDE 5. RF DOOR IS PROVIDED WITH A MULTIPLE POINT LATCHING MECHANISM 6. RF DOOR IS DESIGNED FOR A FINISHED FLOOR 1/8' THICK, IF ADDITIONAL THICKNESS IS REQUIRED, PLEASE NOTE ertarIVED 4; ;I T MAW co MATERIAL MAGNET G.E. OVATION SCALE NONE REVISED FINISH TITLE OPEN MRI OF SOUTH CENTER, LLC TUKWILA, WASHINGTON DRAWN JOE W. DATE 8 - 07 - 03 CHECKED DATE APPROVED DATE lotk HEAT TREAT UNIVERSAL SHIELDING CORP. D DRAWING NUMBER USC -12224 • , ..,411mwui..r 0 • • ,i2S d 1 )6 I p 1 'S. REMOVE (E) S.O.G., 1' -0•" MIN. AROUND (N) STRUCTURAL SLAB PERIMETER & REPUMCE W/ (N) FIBER- REIHE'OCED CONCRETE S.O.G. 1'-O' INN. (N) S.O.G. STEEL 3/4x4"x0' -7 PR PILE MFR. V a 2' -.{Ir • 1 v S. a SCALE: 3'4 a v 10'4 (NEW STRUCTURAL. SLAB (4) MANCE HS PPE H 6' -2' 3'4 15 • 8" O.C. CONT. EA WAY T. & B. SLAB REEF. L_ J PARTIAL FOUNDATION PLAN 4 0 v t 2'4 1 (4) 150-8 ADDMONAL EMS ABOVE PILE CAP, T. & B. Ilb �``- --- (E) COI.. & FTC. 1/4=1 ' -o" / 1'4 MIN. )1, (N) S.O.G. 1/4" EXP. JOINT, FILED W/ EXP. JOINT FILER PER ARM. SPECIFICATION (5) 15 EA. WAY MORE. PILE CAP RENF. • CONTRACTOR MUST war ALL S oaINc a NEW orINsioNS wmH ARgilEdNtAI OWIwNGS NO N THE FIELD BEFORE PROLONG MIIFI ANY Mldd(. • GENERAL NOTES: THE FOLLOUMNNG NOTES APPLY UNLESS WIWI OTHERWISE: DATE EAST EDITED: 06 -20-03 2111 : UMFORM BUILDING CODE (1997 EDITION) IN.AIE LOAD: WEIGHT OF MRI EQUIPMENT - 42 KIPS ALL YAIEMN$ AND WoR INISIAP SHWL CONFORM TO THE UNIFORM BUNLDING CORE AND STNI»RDS. 1997 EDITION, THE ORMUS, NM THE SPECRICATIONS. THE DRAMS MD DESIGN NE BASED ON A COMPLETED CONDITION. MY TEMPORARY BRACING MID SHORING REQUIRED INNtI ALL STRUCTURAL C0IIECTIO NS WERE BEEN COMPETED 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. WINGS INDICATE GENERAL MN TYPICAL DETAILS OF CONSTRUCTION. *1E C OM0101 S ARE NOT SPECIFICALLY LOCATED, BUT ARE OF A SIMAIR CHARACTER TO DUALS SHIOUMN, SIVA OETAR,S OF CONSTRUCTION SIWL BE USED SUBJECT TO N OROMAL BY DE ARCHITECT • STRUCTURAL EMGIIEER. 00 NOT SCALE TIE DIVING'S. CONTRACTOR SHWL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECNJT1016 NM THE IEIHODS,, TECHNIQUES, INN SEQUENCES OF PROCEDURES REQUIRED TO PERFORM THE WORK. F ANY ERROR OR OM SION APPEARS IN THESE DRIIINIG'S, SPECIFICATIONS, OR OTHER DOCUMENTS, THE CONTRACTOR SWILL NOTIFY THE OW1ER N INTING OF SUCH OMISSION OR ERROR BEFORE PROCEEDING $91 THE WORK, OR ACCEPT FULL. RESPONSORY FOR THE COST TO RECTIFY SOME VERIFY AHD COORDINIE OPENINGS N FLOORS, WALLS MD ROOF NMI ARCHITECTURAL. MECHNNICAL, AIM ELECTRIC/L. DRAWINGS. TIE DOWER HAS NOT BEM RETIRED TO PRO DE DESIGN Alp /OR CONSTRUCTION RENEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, IETHOOS. TECHMQUES, SEQUEINCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM THEIR WORK. REFER TO ARCHTEC1UMIL. ORAWNNGS FOR OTHER WALLS, FINISHES ND IMID61016. SPECK ATTENNON SWILL BE ADDRESSED TO TIE STA TTY A D SAFETY OF THE EXISTING BUILDING AV BUILDING FOOTINGS DURING EXCAVATION AND ERECTION OF THE NEW U FOOTING. SNORING OF EXISTING FOOTING AND TEMPORARY SUPPORT OF OWING FR RING SHILL L LE PRONGED F NECESSARY TO ASSURE TIE BORNE SAFELY NW STAatIY. .5112 181111112 SHOP OWNNGS FOR FOOTING REINFORCING SHALL BE SUBMITTED TO THE SIRUCRURAI. ENGINEER AND ARCHITECT FOR RENEW OF DESIGN INTENT, PRIOR TO FABRICATION OF DESE ITEMS. SUBINITAL SHILL L NCILIW A WWII OF ONE REPRODUCIBLE SET MID ONE SET OF COPIES (TO BE RETIRED BY ENGINEER) FOR REVIEW. TIE DESIGN LW PER 011E HELICAL STEEL PIER IS 20 Ka'S Alp INCLUDED THE WEIGHT OF MI EQUIPMENT AHD THE WEIGHT OF THE CONCRETE FOOTING. THE REQUIRED ALLOWABLE LOAD OF ONE HEW/ STEEL PIER IS 20 KT'S. DUE TO LACK OF INFORMATION REGARDING COSTING SOL CONDITION N AREA OF THE NEW MI FOOTING, THE ACTUAL HELICAL PIER ALLOWABLE LAND HAS TO BE DEEMED BY GENERAL CONTRACTOR AHD THE PERS INSTALLER USING INSTALLATION TORQUE VS. ANCHOR CAPACITY THEORY. CONTRACTOR FNS TO NO1FY THE ARCHITECT AND EINGII ER OF ANY DE1M110N OF THE DESIGN STEEL HELICAL PIER CAPACITY. c. THE IUJCAL PIER FOUNDATION SYSTEM IS USED TO PROVIDE BEARNG FOR THE FOINW1ON SUPPORTING THE MITI EQUIPMENT. THE HELICAL 5TEE1. PIERS TO BE USED N THINS PROJECT HAVE TO COMPLY WITH ALL REQUIREMENTS OF ICBM REPORT ER- 5110 "HELICAL PIER FOINNATION SYSTEM': 1.THE HELICAL PIERS NAVE TO BE MMIUFH TARED AT THE A.B.CIWN(E CO. FACa.11Y LOCATED N came* MS90U N, MINI QU AUIY CONTROL INSPECTIONS 8'f RADCO (HER- 02O4). 2.THE HFIICAL PIERS HAVE TO BE MIMIUFACTURED, IODATED AND INSTALLED IN ACCXIRMICE WTTH ICBO REPORT ER -5110. EMIKERMEBEL CONCRETE SHRILL HAVE THE FOLLOWING PROPERTES: 28 -TORY STRENGTH (Pc): ALL STRUCTURAL CONCRETE: Pc = 3 psi INTERIOR SLAB ON GRADE: re = 2,500 psi THE CONCRETE USED FOR THE MRI FOOTNG HAS TO COMPLY N FULL WITH THE REQUIREMENTS OF ASTM C1116 - 95 "STANIWW SPECIFICATION FOR FIBER- REINFORCED CONCRETE AND SHICUTCRETE. aDNCI IE P1MmEiCTID* CONCRETE PROTECTION (COVER) FOR REIFORCING BARS SHALL BE AS FOLLOWS: FOOTINGS NI OTHER WORMED SURFACES, EARTH FACE: 3' FORMED SURFACES N DIRECT CONTACT WAIT EARTH: 2" SLABS: 3/4' REIEORCING USED FOR MRI FOOTING RENEORCEMOff HAS TO BE GLASS FAR REIEORCED PLASTIC BARS (GFRP BARS) MEETING THE FOLLOWING MK IECIIAIMCAL PROPERTIES: TENSILE STRENGTH - 75 KSI COMi PRESHVE STRENGTH - 45 KSI TENSILE ELASTIC MODULUS - 6000 KSI ULTIMATE ELONGATION - 0.035 EMI. AT TIME OF CONCRETE PLACEM OAT, REINFORCING SHALL BE FREE OF MUD, OIL, OR OTHER NON- MLTALIIC MKS TENT MAY DECREASE BOND. SPECK INSPECTIONS SHIALI MEET DIE REQUIREMENTS OF UDC CHAPTER 17. INSPECTION NOTES: -- THE CONSTRUCTION INSPECTIONS LISTED ME N AODRION TO THE CALLED INSPECTIONS REQUIRED BY SECTION 108 OF THE UNIFORM BUILDING CODE. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A CITY INSPECTOR. SPECWLY INSPECTED WORK WHICH 6 INSTALLED OR COHERED WITHOUT THE APPROVAL OF THE C1W INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE - - CONTINUOUS INSPECTION IS REQUIRED DURING THE PERFORMANCE OF THE WORK WHERE REQUIRED BY THE BUILDING CODE / LOCAL JURISOIC110N / MANUFACTURER'S REQUIREMENTS UNLESS OTHERWISE SPECIFIED. - - THE SPECK INSPECTOR MUST OE CERTIFIED TO PERFORM THE TYPES OF INSPECTOR SPECIFIC AHD SHALL. DOIONSTRATE COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL -- R IS THE RESPONSIBILITY OF THE CONTRACTOR TO WORM THE SPECIE. INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY BEFORE PERFORMING ANY WORK THAT REQUIRES SPECK INSPECTION. ALL WORK PERFORMED WITHOUT THE REQUIRED SPECK INSPECTION IS SUBJECT TO REMOVAL SPECK INSPECTORS SE M: -- OBSERVE THE WORK ASSIGN) FOR COPIFOREACE WITH APPROVED DRAWINGS AHD SPECIFICATIONS. -- FURNISH INSPECTION REPORTS TO THE BUILDING DEPARTMENT AHD ENGINEER. DISCREPANCIES SHALL BE BROUGHT TO THE I/EDIAIE ATTENTION OF THE CONTRACTOR FOR CORRECHOI; THEN, F NOT CORRECTED, TO TIE BUILDING OEPARIIIDIT Alp DOWER. -- SUBMIT A FINAL REPORT STATING THE WORK WAS N COMMIS( MI TIE APPROVED ORAAIGS Ni) SPECIFICATIONS AND THE APPLICABLE WORKM NISHIP PROVISIONS OE C. -- CONCRETE: WHERE Pc IS GREATER THIN 2,500 PSI, EXCEPT FOR SLAB ON GRADE. -- oowoRcaeir PLACEMENT, BOLT AND EMBEDS. - - NNSTAUATHON OF THE HELICAL. PERS AHD FOINWMATION BRACKETS. THE ITEMS TO BE INSPECTED ME TO BE N COM PUNT E WITH THE KM ER -5110 REQUIREMENTS FOR SPECK INSPECTION. -- VERIFY SOL EXCAVATIONS EXTEND TO PROPER OEP1H MD BEARING STRATA SZIEBELSAMBIat THE CONTRACTOR SHALL NOTIFY THE DAM PIER OF RECORD AT LEAST 7 DAYS PRIOR TO THE DATE OF EACH STRUCTURAL OBSERVATION. STRUCTURE. 01SERVA1IONS WILL OCCUR AT TIE FOLLOWING MAJOR STAGES OF CONSTRUCTION, AS REQUIRED BY THE CITY OF SEATTLE: THESE/THIS DESIGN, ORANNNGS ARE/IS THE PROPERTY OF MB ENGINEERS, INC. NM RAVE BEEN PREPARED SPECIFICALLY FOR THIS PROJECT N ACCORDANCE MTH GENERALLY ACCEPTED STRUCTURAL DOWERING PRACTICES. IT IS INTENDED FOR THE EXCLUSNE USE OF THIS PROJECT ONLY. WE DO NOT GUARANTEE PROJECT PERFORMANCE N ANY RESPECT, OILY TINT OUR WORK MEETS NORM. SWIMS OF PROFESSION/ GYRE. NO OTHER SVITINNIY, EXPRESSED OR UPLED, L5 PRONOED. FILE COPY I understand that the Plan Check appnhals are subject to errors and omissions and ap,al of plans code authorize the violation of 04 de or ordnance. Receipt of 04 copy of approved plans acknowledged. BY Date`'' 7 /0 a Permit No. IP" rr w • REVISIONS NO CHANGES SHALL BE MADE T R W SCOPE OF WORK WITHOUT PRIOR J. � � ►; ;�DVAL OF���� r,wtE. AEvISONS MO MAY MUM ADOAf01ML Mill OW I s telf0 RE1SlONNO. 1_ 203-09751 6 -23-43 MT/ APT PLOT VI AST • • • • • • • JAMES STAPPER ARCHITECT AIA • 4850 FOREST AVE S.E. MERCER ISLAND, WA (206) 236 -5910 Fax (206) 232 -7136 ENGINEERS, E''►IC. TOO IANvBANITy STREET ••RATE 1122 SEATTLE • WAMIUISTO11 • SSIO1.4104 0101) 314100 • FAX OW 311411011 AKB JOB No. 203 -097 OPEN MRI at SOUTHCENTER Motor Drill ► Sheet Tab P111131mb Jut. U•3 Zulu PERMIT CENTER Tale A5 NOTED Dmipsd Dalls 4124/03 ANmMM I MD �NMI' FOUNDATI PI AND SECTIONS S I JCB 10,111 12-06704 1 DNalpfon al Radios mom ADT ChElud KY5 Job Nob" ► • • I b I